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028-230-040
FGAS0 8-23-0 335', R RO�Kl 0 A� U-: -2335 . Z..J 7U40, 93 P,E - BUR .�o�kEY &'SHEILA - 9 LI 3 R LING_ LING_ OAKS-, 'BANGOR N ev � MHUU. H ELEF S COMPACTION TEST SUPPORT STRUCT REQk�Q-230-040 OM 03AGO71 BURCH, RbcKEY 028-23-0-040 97-2559 BPE 309 ROLLING OAKS LN, BANGOR BURCH, Rockey'& sheila AG. BLDG," �(40' X 60' 309 -Rolling -Oaks Bangor- (MH/perm fdn), I ` 4 :44'.. � S�• ,10 f � _ � .. �.,V 4� w— :Yah ��, "' • • l O V REC9RDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 s 98-005002 98-005002 98-005002 98-005002/ Rec Fee ..00. j I Total .00 + Recorded / f Official Records / County of I Butte l Candace J. Grubbs % t Recorder- I 2:1OpM� _K -9B I CONS XX 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. ROCKEY DEAN AND SHEILA GAIL BURCH BUTTE COUNTY BUILDING DIVISION MANUFAC'TURER'S NAME LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 309 ROLLING OAKS LANE 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS BANGOR, BUTTE, CA 95914 OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP SAME 97-2559 530 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT BUILDING PERMIT TELEPHONE NUMBER 2/10/98 CITY COUNTY STATE ZIP SIGNATURE OF LOCAL AGENCf5iForL DATE SAME NONE UNIT OWNER (if also property owner, write'SAME") DEALER NAME (fnot a dealer sale, write "NONE") MAILING ADDRESS DEALER LICENSE NO CITY COUNTY STATE ZIP UNIT DESCRIPTION FLEETWOOD 1997 STONE CREEK MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMUNUMBER CAFLV17A B 205765C13_ 60'X26' RAD 1034377/1034378 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. 9 028-230-040 SEE ATTACHED LEGAL DESCRIPTION. HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. LEGAL DESCRIPTION A.P. #028-230-040 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 27, 1988, IN BOOK 111 OF MAPS, AT PAGE(S) 74 THRU 79. A CERTIFICATE OF CORRECTION RECORDED AUGUST 16, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-34516. PARCEL H: A NON-EXCLUSIVE RIGHT OF WAY AND PUBLIC UTILITY EASEMENT KNOWN AS ROLLING OAKS LANE, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 27, 1988, IN BOOK 111 OF MAPS, AT PAGE(S) 74 THRU 79. A CERTIFICATE OF CORRECTION RECORDED AUGUST 16, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-34516. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. BUILDING PERMIT NUMBER: 97-2559 Address or location of unit: 309 ROLLING OAKS LANE, BANGOR Legal Description of Real Property: A.P.# 028-230-040 SEE ATTACHED LEGAL DESCRIPTION. (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation sytem pursuant to Health and Safety Code Section 18551. Owner's name: ROCKEY DEAN AND SHEILA GAIL BURCH Owner's address: 309 ROLLING OAKS LANE, BANGOR CA 95914 INSIGNIA OR HUD NUMBER: RAD 1034377, 1034378 SERIAL NUMBER OR V.LN.: CA -1-Ti. A`•'B'-j205765C13 MANUFACTURER'S NAME: FLEETWOOD YEAR: 1997 OFFICIAL APPROVING INSTALLATION: DATE: PHONE: (916) 538-7541 H.C.D. 513C - ^Mall—VALUE"ir°'.'I'1Lls #147627—LP Order No. FIRST AMERICAN TITLE Escrow No. 718525DF Loan No. WHEN RECORDED MAIL TO: CERTIFIED A TRUE COPY N OF� pOCUMENTEECORD[- ROCKEY DEAN BURCH and SHEILA 31AIL BURCH ASINSTRU`IiENJ! N10• P�6E_---- PO BOX 5693 OFFICIAL. F: [00:'S"S ``� COMP CA 95901 FIRST AMERICAN INSURFaNCE BY SPACE ABOVE THIS LINE FOR RECORDER'S USE MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX $ZJM Computed on the consideration or value of property conveyed; OR SAME AS ABOVE _ Computed on the consideration or value less liens or encumbrances remaining at time of sale. The iinripminned (arantnr declares Signature of Declarant or Agent determining tax - Firm Name GRANT DEED 028-230-040-000 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, CHARLES S. HAVILAND and MARY LOU HAVILAND, husband and wife, as Joint Tenants hereby GRANT(S) to ROCKEY DEAN BURCH and SHEILA GAIL BURCH, husband and wife, as joint tenants the real property in the City of unincorporated area County of BUTTE State of California, described as SEE ATTACHMENT "EXHIBIT A" FOR LEGAL DESCRIPTION. Dated April 19, 1 AA , P� CHARLES S. HAVILAND STATE OF CALIFORNIA COUNTY OF SACRAMENTO )ss. } On APRIL 24, 1995 bete me, DEBRA L. FULKS personally appeared CHARLES S. HAVILAND AND MARY HAVILAND personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacily(ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hal and official seal. I - Signature MARY LO 19AVILAND r� Pa. OF DEBRA L FOLKS �7 6S � •ya t ( '�Q CorTim. it 1002204 . t ,•` " 7 tJOTNtY PUBLIC - Ca11 !rGYZNIA Sacramento County Q ��" "fJr My Corrun. Expires Sept. 24, 1997-' qL IFOA� DESCRIPTION: EXHIBIT A ORDER NO. BU -147627 LP ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED. IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 27, 1988, IN BOOK 111 OF MAPS, AT PAGE(S) 74 THRU 79. A CERTIFICATE OF CORRECTION RECORDED AUGUST 16, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-34516. PARCEL II: A NON-EXCLUSIVE RIGHT OF WAY AND PUBLIC UTILITY EASEMENT KNOWN AS ROLLING OAKS LANE, AS SHOWN ON THAT CERTAIN PARCEL MAP,'RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 27, 1988, IN BOOK 111 OF MAPS, AT PAGE(S) 74 THRU 79. A CERTIFICATE OF CORRECTION RECORDED AUGUST 16, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-34516. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. RJ STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT .: DMSION OF CODES AND STANDARDS REGISTRATION AND TTTLING PROGRAM'""0F'� STATT.MENT OF FACTS This unit is a: Mobilehome D Commercial Coach 0 Floating Home 0 Truck Camper Decal (License) No.(s) Trade Name Serial No.(s) r 7 I/We, the undersigned, hereby state: I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on /2 2 at M.b-� ( ate (City) Address 0 HCD 476.6 (REV 9/91) Printed name(s) State 013 (State) BUILbINe,61VISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. -71 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR P CEL NO.ZONING - Aao OWNERPHONE NO. eo e?�. OWNER'S ADDRESS/ - l`e t .S LOCATION OF BUILD G r USE UIL IN P G SIZE OF STRUCT E XSO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF C VERING FLOOR TYPE e, IAC e ETIMATED COST OF CONSTRUCTION $ _ 00 AG Buildi gs shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT �"� J ! SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft."in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date`s 3 Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a bu' ing permit. �� ®� FL O PAR L P. R OF G I$S `'' Receipt No. �/ Manager Building Division \ B P LLP y White — DP Yellow —Assessor, Pink — B. I., Goldenrod —Applicant Date ` 14G ,IWAT-I:'f -5fpT 1c 1 -rANk n) P�Pkv7, fE- Gam; A vz=-z- Ro q -d- - __ RESIDENTIAL T 028-23-0-040 97-2559 BPE I BURCH, Rockey & sheila 309 Rolling Oaks, Bangor (MH/perry fdn) PERMIT NO. — PERMIT EXPIRES f OWNER CONTR. 'ASSESSOR PARCEL LOCATION .\.� 33 0 2 -7 � 7(,SGc3 c4+PLv1, THE HCD FORM 4 ORR Tf S MH CANNOT ! BE RECORDED UNTIL ONE OF H HAVE BEEN TURNED IN TO THE BLDG LDIVING (1') LICENSE PLATE(S) or DECAL(THE INSPECTO?;r1US, RETRIEVE) (2) STATEMEN'" C_ F r A CTS (ONLY ON NEW MH'S) •` t INSPECTOR TO VERIFY`SERIAL & LABEL #'S { OFFICE COPY it i Temp. Pow+ Address qq { Called I GAS Meter. By DaF tTemp. Elec. ELECTRIC Meter By DdV i Called L4___ -- - 'S .Temp. Gas Service Called PG&E , fa- 4 JOB FINALED (Dat i• Signature r • V=OK O = Not OK Not = Not Ready Applicable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, LocatiorrTest-Fall-O Concrete 4. W , Location-Test-Easem Needed (Sketch) 6!Electrraty; Lcidbon-CleaWnces p -c n to i 6. Gas; Location -Test -Wrap; / /tit { / /Nat. or/ /°LVL/ /LPG 11! 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Pard B-1 Date Card B-1 Date M081LE HOME INSTALLATION (Plans) OK except #'s Na, ing Requirements- Setbacks Easements ��/Footings; & Spacing -Marriage Line j2 Gas; MH Test DemanclWalve-Connector -J L,4 -Electricity; MH Test -Crossovers -Breakers -Clearances '4v.-e'Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Water and Sewer Connected -C/O to Grade -HD Approval Gas an ' iTagged ie D wns-Type=Ins tion Cert. ts; Insp.-Sketch 11. Cert of Occupancy L 12. Permanent Foundation Only: License Decal Date Card B- Date and B - Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2: Footings; Soils-Size-DeplhSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectkxs Shthg.-Rfg.-Bracing 5. Alum. Awn.; ColumnsConnectionsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric r 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing-VeneerShx -Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps -Doors -Landings 12. Brac@d Wall. Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure-, Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting. Distance-GFI 5. Elec.; Pool Lighting; 15 Volts -CFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TesWater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card R-1 =No O = Not OK RESIDENTIAL (Single & Duplex) - = Not Applicable * = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd.-/ P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ P Ftg. Depth S. Stemwalls, Main;'Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-BlockoutsANrapped 6a. Hold Downs and Special Anchors . 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way CIO -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Sine Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor BoltsJoistsa/ents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #s 23. Fbxture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'a 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #k 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlirrroff Brac: TrussShting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Sine & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt & Dimensions 51. Garage Fre Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width-I-leadroom-Rise-Run-Landing-Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration-WallsWindows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air�Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove. Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instid./Drive 0 Yes 0 NolWalks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 • 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE SUS -7-43:L!�- OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. AHI• •Tf ' r ). COVIA �L' f IiU,4LL. /UArcuIU0 aCFT--:f' ` r1V/3' �© rA 101 Lz I Date —WIns REV 10/92 COUNTY OF BUTTE,, BUILDING DIVISION; DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work a is completed. If you have any questions pertaining to this matter, or need additional explanation,. Tilea,ontact this office immediately. Tia 6 !h f Date —771n REV 10/92 C97 -asst Wedge Anchors n USS - (Coarse Thread) Heavy duty and versatile, the Wedge Anchor is non -bottom bearing, so precise hole depth or cleanout is not always required. A one-piece expanding clip assures full expansion for rugged, dependable holding strength. Available in zinc -plated carbon steel, galvanized steel and stainless steel. Installation Procedures: 1. Drill hole, equal to diameter of anchor, to any depth exceeding minimum embedment. 2. Assemble anchor with nut and washer so that the top of the nut is flush with the top of anchor. Drive anchor through material to be fastened so that washer is flush with surface of material. 3. Expand anchor by tightening nut three to six turns. NOTE. To obtain maximum holding power, Install anchors ten (10) anchor diameters between anchors and five (5) anchor diameters from material's edge. Increase spacing when vibration or sudden impact load conditions are present. Specifications for Wedge Anchors: NOTE: Due to varying conditions of installation applications, a 4:1 safe working load (1/4 of ultimate value) Is the minimum accepted industry standard for static loads. In cntical application loads that encounter vibration, sudden impact or overhead installation, the safety factor may require up to a 10:1 ratio, or more. Anchor Applications: Necessary Tools for Installation: • Conveyor Systems • Industrial Equipment aw Drill Bit • Stadium Seats (see specs) • Theatre Chairs • Handrails Drill Wrench • Farm & Livestock Equipment • Municipal Parking Meters • Ornamental Handrails For anchorfng fn ... • El El El ® ® 1:1 Tile Wood Hollow Core Solid Concrete Brick Stone Marble Concrete I` PAGE30 r :e_.a. , _ +.;#2C:\ Y . D ... � '`i�f.^e_ i - �'e'^`�f+;• I 9 i'!i:.�T,�tr'� Ej -L ... ,�. N. �l _ • � c a.x < � N r � r '%F i( ��`+ ''� �. LJ � tr`•a �{ .Cg � `ddP �'1J.�yf� � t � F i NOTE: Due to varying conditions of installation applications, a 4:1 safe working load (1/4 of ultimate value) Is the minimum accepted industry standard for static loads. In cntical application loads that encounter vibration, sudden impact or overhead installation, the safety factor may require up to a 10:1 ratio, or more. Anchor Applications: Necessary Tools for Installation: • Conveyor Systems • Industrial Equipment aw Drill Bit • Stadium Seats (see specs) • Theatre Chairs • Handrails Drill Wrench • Farm & Livestock Equipment • Municipal Parking Meters • Ornamental Handrails For anchorfng fn ... • El El El ® ® 1:1 Tile Wood Hollow Core Solid Concrete Brick Stone Marble Concrete I` PAGE30 r /372- COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 97 12 S 7 ASSESSOR PARCEL NUMBER 028-23-040 ZONING A -20 BUILDING PERMIT OWNER ROCKEY *& EXEN SHEILA BURCH TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 674-2753 PO BOX 5693 MARYSVILLE 1650 R9.10000 CONTRACTOR'S NAME THOMAS D TELEPHONE ' CONTRACTORS MAILING ADDRESS 19600 KNERBONE IST PENN VALLEY, 95946 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ' Fireplace Total Valuation $ 89,100.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 297.25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 193.21 BUILDING ADDRESS 309 ROLLING. OAKS Energy Plan Checking Fee $ RANCOR PERMIT FEE $ 510.46 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑X Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15. Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other Describe Work: 2 Dr�mr—z i�i�ii: PERM FOUNDATION Gas i in system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home S G W EI@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service io.A oR mss 23.00 23,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( s Acc. BLos. SO 3.50FT; NEW CONST. MULTI -OUTLET NON-RESID. ANC cu 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu OUTLET oRP°cruREs 20@'•0° aAL o .s° Ex. Occup. ourEiE s A sloOeo 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE : 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shallOT not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the w kers' compensation provisions of section 3700 of the Labor Code, I shall f with com'those pr ns.-- -- X Date z Signature of Applicant - ❑ OwnerContractor ❑ Agent An OSHA permit is required for excav tions over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE L FEE $ HAZ. e IMP LOOD CDF PAR PO HD E This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By p Date PERMIT EXPIRES ON 12 provisions to do work paid. 2� 7 et Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER jy — ^ — O q c) UX Ole ZONING 4 —C;z 0 BUILDING PERMIT OWNERTELEPHHONE �e P_ i C, t " L 67t - S75 SO, Fr, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 90 6vy, r O C) CONTRACTOR'S NAME 4 ONN�I� X1/6 TELEPHONE RO3 $9� CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ' Fireplace Total Valuation $ /o 0 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee S9y, 5cr i $2 7'7 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ /93.. / BUILDING ADDRESS D . � Energy Plan Checking Fee $ .✓ $ PERMIT FEE S 510. L LOT NO. q SUBDIVISIONS NAME - P RCEL MAP --7 / PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ MobilehomeOther SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 /5 &10 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe Work: 'lj �r _hc�f QZ/i1,�! , Q w�pPw �i o j� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 /E;,o-0 Mobile'Home I S I G I W I@20.00 PERMIT FEE $ (L 5 ELECTRICAL PERMIT I Fling Fee 20.00 Main Service z�o.OR OR 23.00 D. LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 1I00A 46. 00 NEW CONST. OWEWNG OCCUP. EL OR ADDNS. ( s ACC. BLDS. s o SO 3.50 FT. N REs,DT MULTb0LITLEr @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 200 1.00 BAL @ .w Ex. Occup. O.Aa ORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEES WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating —Cooling Hood 6.50 Ventilation PERMIT FEL S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, 1 shall forthwith comply with those provisions. X Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ (,/? . y;� HAZ D FEES IMP FLOOD CDi PARCEL PD ND ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date ReceiptNo. J WHITE -D.D.S.• CANARY - ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .;kJ ��.fatirY'=�"pi�"a``'F.���f'7•�-%y.��r►t��i���''�tq'�'��1�F'����9K`��"d%�^�'::�t+,N�.:—�`�i�i�, 1k,:•Z7"�.;.^a��;��,�F,•r,vy�A,'��'�yr.,.j--.:, t COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 6 ASSESSOR PARCEL NUMBER: 3 D 5/ D Proposed Building Use: �, Building Inspector: QlJ Date: At time of permit application, was advised the following data must be submitted prior -to -permit processing and/or issuance: J Date Received By 111. All iiems have been submitted .---------------------------- �------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.------------------------------------------------ 118. ----------------------------------------------- ❑8. Hazardous Material Form. --------------------------------------------------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- El10. Fees of $ ------------------------------------------------------------------------------------- pact fees as shown ori the attached schedule. -- California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ 13.ood elevation certificate. ----------------- - - -- ---" --- l��` sanitation and plot plan approval ao U;tWealth Department------------------------------------------- 0 -----------------------------------------❑ 15. City of Chico plumbing permit r----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license:'approval from the City of Biggs. ---------------------------------------------- ❑ Planning approval for (A) Use: (B) Parking: -------------------------- n 18. Contact Land Development,about Improvements, El Drainage, Legal Parcel. ----------------------- t d L'gncroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------- ------------------ ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑). EllJ.-Letter of signature authorization. ------------- ---------------------------- ecorded copy of Agricultural Acknowledgment Statement.----------- E126. ---------- ❑26. Letter of intent on building use. -------------------------------------------- 027. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28 ;rAv iolat and/or ex/p* ed permits. - ------------------------------------------------- ------------------- fC� (� � o� v -o 29., Grant Deed, M.H. Title, C o H.C.D $ .--------------- E130. -------------- ❑30. other:------- Whq,you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. elephone �7'= and hold for pickup at �� U r ce❑ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Departm, ❑ Air Pollution Copy of plans sent ❑ Health Department, 13 Fire Department, ❑ O er: 1. Index permit application for the above items numbered: W. 71Z i 2. Additional items required: J (Date) Date: By: ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, design , owns , w advi d of the above r data by ❑ phone, 13 mail, 13 Building Division counter, by Date: Plans reviewed by: Date: - Plans appro. by: Date: Sets of plans on ho in ❑ Plan Cabinet, ❑ A.P. folder. Note trey �y: Date: Yellow Copy - Department of Development Services, Building Division.-, 1 S t" 54 TO: Building Department FROM: Environ ental Health SUBJECT: Sanitation Clearance ���C� pC c � V NF► �A � O C�c.6 /4-,S L,j caner JLocation E.H. USE ONLY -- Plot Plan Attached _�� Floor Plan Attached Sent to B.D- Plan Approved for: Se]e isp_osal Water Supply: Public Clearance for � ewelMin. OtherA- � Hold final r: Final cle ar O. .for: NOTE: Environmental Health Spe 8/96 AP# Private Well —Der_ Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROV.ILLE.CX 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE , y, ! OWNER a A. P: # D. PROPOSED BUILDING USE'v ;00 REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ Additional Fees Due ........... $ Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ jj/<_'�SCHOOL DISTRICT FEES. (paid at District Office) 4 3. 'SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $)3 1357 12— 3-F7 Units Commercial (sq.ft.) ... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . •,.,.x =$ I #Units Amt. Commercial (sq. ft.). x $ Sq.Ft.. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) V1, 7. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 1'7 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT ///- - e& e �//' "OS DATE Original -Owner Copy -Building Div. (Rev. 12/96) AND NVIIEN RECORDED MAIL TO: BU'rTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 F97-048427 NOT COMPARED WITH ORIGINAL WCUMENT DEC 2 2 1997 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The pr.opciy described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte Count' has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property- situate in the Count-• of Butte. State of California, described as follows: Date: I �- mac- CI PROPERTY OWNERS: L State of California., ) Count- of,%r, ) iI c� DONNA L. KNIGHT (NOTARY PUBLIC) On �, _ .,� / i before me, person a a CG r, �; 1 ;, pe J' ppe red , C�' h c -knowwto me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s)as/are subscribed to the within instrument and acknowledged to me that4Woke/they executed the same in Iris/het/their authorized capacity(ies), and that by WOher/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. DONNA L. KNIGHT /rsrl Ccmmission # 1075664 1 Notcry Public — Californio r Signature N+, _�. `.%, rY Scal: Butte County - --- _ \� MY COMM. Expires Oct 22, 1999 EXHIBIT A DESCRIPTION: ORDER NO. BU -147627 LP ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 4, AS SIiOWN ON THAT CERTAIN PARCEL MAP, RECORDED .IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON'JULY 27, 1988, IN BOOK 111 OF MAPS, AT PAGE(S) 74 THRU 79. A CERTIFICATE OF CORRECTION RECORDED AUGUST 16, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-34516. PARCEL II: A NON-EXCLUSIVE RIGHT OF WAY AND PUBLIC UTILITY EASEMENT KNOWN AS ROLLING OAKS LANE, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE CALIFORNIA, N JULY RECORDER,, OIN BOOK .1111THE TOF MAPSY OF , PAGE(S) STATE 074 CA , THRU 79. A CERTIFICATE OF CORRECTION RECORDED AUGUST 16, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-34516. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE.BOUNDS OF PARCEL I, DESCRIBED HEREIN. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM 051-003 (One form per Building) School District (�/(7 tJ ((gyp �-% o, Building Department No. A.P. Number age e�3 " o (? Jurisdiction: City 10 County Property Owner 2e�k,� '�" S h t 1 u— l'lt� r e L Property Location/Address .309 � 0 (� i'11. ek k -9 ►-� Q. iv � � r Subdivision Lot No. Residential Development Commercial/Industrial No of Living Mobile Home Units Installation New Addition Addition Sq. Footage /46,570 (Group R) Sq. Footage (Including Exterior Roofed Areas) /�2--3-9' Date moor rians reviewea Dy acnooi uisinci rersonneu District Identification No. 980 071. Ga-luV1 e— � j1110h jq�"j School District certifies that (Applicant) (Street �Addwdress) -(tel co (City) has complied with the requirements of Resolution No. (State) (Phone•Number) (Zip Code) 106— '10 by payment of $ 430 -%.— representing 1105 U square feet. B 2926 r $ 'IFULL MITIGATION $ 1 �) 12-2.2 • cr'i School District Representative Date Paid by Check # Remarks: 1 T ►V rlc+�a t I�n�,�(� CCpr-f� f ,' Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm M E �I r 888,Y2' Fly r s hr'r . I 3Sv Nom; i1�1�G2 �.r ('b wcE Butte 1/ED 5[0PE �. Enviro menta t Health 4� 9na The attached Fire Saw-- requirements ete-requirements must be completes as specified and aWOVO4 by C.D.F. ;tibfc— --C. ISO/Ae— 01-j -R iOM41VEN I TOtrMc4tioiJ 'TLIOWi4ss sfc-(�c?�a� GvQ , �clTi E �4N //-2s� as- �S 14-6 BUTTI OOVJM qI - 339 F3t1IL � RAMT-w" le Q� AF"PROVED q-7�-g59 Mobilehome Manufacturer: -Ix (4 -d- Manufacture Year: , '?-97 If other than single wide, furnish Setup Model Number: S2�- o z /� Width: 7� �'(ft.) Length: 6o0' (ft.) Tagalong or Expando Size (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[ ] Other: C�vc2�7 SUPPORTS: Concrete block[ ] Other: Ce vc&eE i',Lr Provide Tie Down Specifications for all Mobilehomes: -,--,w a4t 4Z//Vo14 %`ian/ Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Line I Line 2 Line 2 ................................................................................................ Main Beams Line2................................................................................................ ine 2 Line I Line 3 Line 2 ................................................................................................ MaitrBeams ..................................................................................:.............. Line 2 Line 1 ................................................. ine 5 Tag or Triple e 4 ine I Line 1 Piers: Size minimum: I x Spacing maximum: ` From ends -maximum: ` Line 2 Piers: Size minimum: [ 2el ] x I -W ]. Spacing maximum: lv ` From ends -maximum: ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [ ] x [. ]. Each side of openings with width over: Line 4 Piers: Size minimum: [ ] x [ ]. Spacing maximum: ` From ends -maximum: ` BUTTE COLUVITY OVER b J APPROVED 1. Owner's Name: 2. Assessor's Parcel Number: d Z8 — 2 3 0 z/D 3. Installer's Name: 14% 4. Is the site currently under permit? Yes[ ] No[ '] Permit No. 5. Is the site an existing site? Yes[] No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the. mobilehome? /yy Amperes. 7. What is the mobilehome site circuit breaker rating?___Lo o D Amperes. 8. What is the electrical rating of the mobilehome site? ijDr Amperes. 9. Is the main service remote from the mobilehome site? Yes[A No[ ] If it is, what is the rating? Z op Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No [)(I If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11.. Type of gas service at mobilehome site: Natural[ ] Propane[,-] None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: " inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? /a�,,(ft.). 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BEEOMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 8.5 10/30/97 THLi 13;05 FAX 662 $29 7513 RADCO CORP a.].-TH&W cc � Y A w to ,06U H .0 C> o o a v,�i y C cc � Y A w to O y a Solto Qt° --o 0 o & c o A .o t � 0 Z r cc O y pl i O r O i1O O vim lVP m �b "ORA x O ' L7 i . q •=IL 1 � v q 1 M Of r v � YD jai L }�WU0AIAL 3 no:) ei�n9 f 4.1 6a 1 � RE'VIEB� BUTTE CO. FIRE D`_PT. 640PE CALIF. DEPT. of FOR -STRY ❑ approved as sut miffed approved , ith conditions ner attacl` ed /i h; yet. � g .tire c � u ALL RTRUCTURES AND EQUIPMENT Iw' DINO- G2av�L �iG� OVER -FANGS SHALL BE CLEAR OF ALL EASEMEr���. A SEI BACK OF 3 0 FT. FROM THE SIDE AND ET. FROM THE REAR PROPERTY LINES AND FT. Fi�G1� ROA rLENTE.RUNE SHALE -bE CLEAN -t5IF STRUCTRURES AND EQUIPMENT EXCEPT FOR A 2 FT. EAVE OVERHANG. MFC --JZ. F109e— 0W -PEl4c4N/E!U 1 Tpt<'Nc4i'ioiv UI„t)NERS', -lOGK9/X-NjD S1{EaL4 13uad4 RPN % -Pc�u"T;-) G4 �r 6a) "t ,T,.,t ( 9too� krv�it;E �r��7� V,4 4g fS 1�E� ql�- ����•339�f CDF FIRE SAFE REQUIREMENTS - 2-3 - 9 7 - AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [K1 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [�(] 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-arteaant structures which supple- ment the roadway bed cr shoulders) shall provide unob- structed�access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. E,4 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�l 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�l 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [xl 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 oaf 3--, 2�f -2-'3 -q o 7 - AP # PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates ] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [�] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [x] 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. ['FJ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r fi:ial inspection of a building permit. Page 2 of 3 .:2-?. z3 t(Z) AP # PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves NAME [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback Class A or B roof with enclosed eaves - Interior automatic spr4nkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permimo. q7-,- OWNERS90CV—j4-4,566C Ic/%l{A.P. Q Z3 —QC NAME: NUMBER: �LAST. COLIN/� �J DESIGNATION: A �y� FLOOD ZONE: % FLOOD MAP: —500C3 APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP V DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: PVAS 2d- z3 -33 MAP INFORMATION: DATE OF RECORDING 7 /Z7/96 LOT BOOK / PAGE 7 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES _—' NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. y— 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. X5. Maintain a 6 ft. leachfield setback from !' 1/1//� _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet.the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) — 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. — 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Paymme to be made to the PNwnkg Division. — 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. — 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. — 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. — 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22 23 24. 25. 26 LD 7/96 CAWP51 TORMS.K\BLDGPERM.CLR i.e I At N e•a Ail p 62 AK s L A•t4 G7 MFG -ie. - NOMe— OPJ -PE4C rM44V,EF\ 1' 10(f Nci4•tioh) C>WNe-0-S -IoGICg`f P.-wD SHE4 L4 —L-�)UJZ64 RPN % (�ZS-Zan--v�o � Q , -pc-a-rTL 04 �r Loaf't .-" P..�KN�( Gtt—N-lP,C,AL rv`Y1�Ae � s�CW-Coc73a� 14ro0� �rv�it:E �r��z:`T t NA) V ffe� 44 FSS4-6 ql6- ggC,-339qf COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISI 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541`�a--�B No• APPLICATION' AND PERMIT d ASSESSOR PARCEL NUMBER 028-230-040 ZONING A2 BUILDING PERMIT OWNER ROCKEY BURCH TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P 0 BOX 5693 MARYSVILLE A 95901 CONTRACTOR'S NAME TELEPHONE OWNER CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER ' / UNKNOWN NONE LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. NONE ARCHITECT OR ENGINEER'S MAILING BUILOIN D ROLLING OAKS LN BANGOR - Fireplace Total Valuation $ Filing Fee $ 20.00 Permit Fee $ Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ Penalty $ PERMIT FEE $ 43.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex O Mobilehome X) Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe Work: MHI PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 200ORLESS ) 200AAOR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. ) so. 3.50 FT._ CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 RAL. 1@ .50 Ex. Occup.FIXED APPLNS. OR ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. 1R I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. (j X Date ( �,3 Signature of Ap cant -,% Owner ❑Contractor ❑Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ 1 Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 143.00 HAZ. D. FEES IMP FLOOD CD PAR L PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES ON !Date! Receipt No. 143671 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTYOFBUTTE -DEPARTMENTOFDIELOPM ENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER / ZZZ A.' . No. (/ol "d'S""Y 0 Proposed Building Use r Building Inspector Date /4 Z2 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. .... .................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 31 Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4 Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . .............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8,ineered truss details and layout in duplicate (required prior to plan check). ... . .Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... t,A,I'Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. . .............� 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for Prearnding Ion �e to required. .. to Bu;td;�y �napeaor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner ........... . 24. Recorded copy of Agricultural 'Acknowledgement Statement . .................. 25. Letter of signature authorization . ...................................... . 26. , Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27 .ketter of intent on building use . ......................................... Mobilehome utility clearance ,:,.......................................... . 29. Documentation of legal access. -:,,,....................: . 30. Documentation of 50% subdivision 'developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits. ...... .............................. 32. Plan check list. 33. When you issue thepermit, process as follows: V Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation �� Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted per to permit issuInje: (Cir w item not checked above). 1. Index permit for above items No. GJ l 2. Additional items required: Contractor, designer, oW41er, was advised of above required data by _ phone —mail Counter by Date 7y Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy Department of Public Works ' Uy N S COUN'T'Y OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY.CENTER DRIVE, OROVILLE CA 95965 — TELEPHONE (916.) 538-7541 OWNER PROPOSED BUILDING USE M /4 1.SCHOOL DISTRICT FEES 0 / (paid at District Office) ......................... v 2. SHERIFF FEES (paid at Building Department) 'Residential ...... x =$ unit amt. Commercial (sqft) x _$ sq.ft. amt. &Z-13. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial.(per sq.ft) x =$ sq.ft. amt. RECREATION DISTRICT FEES. (paid at District Office) .............. A. P. # DATE % REC. # DATE REC 5. DRAINAGE DISTRICT FEES (.Contact Land Development Division).............. 6. SRA FIRE INSPECTION AND PLAN CHE _$89.00.. ... 7 (paid at Building DepartmentT 7. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538=7541 OWNER -BUILDER VERIFICATION Attention Property Owner:' An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. L. I personally plan to.provide the major labor and materials for construction of the proposed property improvement (0 or no) 2. Ia��v /have not) 00!2 signed -an application for a building permit fo c*:�e proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone :Contractors License.No. 4: I plan to provide portions of this work,.but-I have hired -the following person to coordinate, supervise, and provide the major work: Name Address City. Phone* Contrattors Lidense Nd'.' 5. I will provide some of the work�but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Socialecurit Number Date � --1Y— q�.3 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed.and returned to our office before we are per- mitted to issue the permit. This set of plans and specifications MUST be NOTE --All Materials & Workmanshi kept on the fob at all times and it is unlawful to p Shall Be in make any changes or alterations on same without Accordance with Recognized Good Practices and written iermission from the.DepartrnecYt of P otic of a quality prescribed for the Specified use ' the $88.42 Works, unty o i MgMarileal -cdlft and the National, Electrical.Code. ALLSTR CT1 ._.�� _ OVERHAN S ASET M Kl —9L- FT. FRI _,:CD _ FT. FRC CLEAR OF STF FOR A.2 FT 'EA' E CLEAR OF ALL EA6 FT. FROM THE 'S REAR PROPERTY LII ROAD CENTERLINE S ES AND EQUIPMENT Si pf 'Ic TA �QOr � 7 - ON 4 W WALL X I DRIV.,--- . WAY }�o�IiN3 OAKS LANE SS,.9,2.3 y rYl ZVA 4dauyj6,, �1 AU[IO7 810% Q3AO-dddd REVIEWED BY BUTTE CO. FIRS= DEPT. CALIF. DEPT ---0f FORESTRY ❑ approved as submitted approved with conditions per attached sheet, k 671 01 Signature 0 Date DRIv,e WAY S Z2 3 y 7 I i I mac.- I OAKS LANE PR.i/T. RD. �g-23-o�v AP ## 9 3 - 2-1-3,5- PERMIT ## %� ATTACH NT 1 1 _ i,,e_G� NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availabil- ity, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [ 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant. structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius. 1. No roadway shall have a horizontal inside radius or curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. VY) 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. KI 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. K 1270.10 Width. All driveways shall provide a minimum 10 foot traffic land and unobstructed vertical clearance of 15 feet along its entire length. - 2 - [}�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but / less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. ] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates. YIJI 1. Gate entrances shall be at least two feet wider than the roadway it serves. L' 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic land provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. f 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. K' 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegeta- tion and fuels caused by site development and construc- tion, road and driveway construction and fuel modifica- tion shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements 7-2-(-qs Date --- - 3 - s gnature COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541IT NO. APPLICATION AND PERMIT r c= 3 — ItASS RPARCELNUMBER 28-230-040 ZONING A20 BUILDING PERMIT OWNER ROCKEY AND SHEILA BURCH TELEPHONE 674-8753 SQ, FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P 0 BOX 5693 MARYSVILLE CA 95901 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ g RNNO Permit Fee $ ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRE RQUING OAKS, LANE, BANGOR PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO.SUBDIVISION'S y1 NAME PARnMAP Each gas water heater or vent 15.00 USE OF STRUCTURE SFO Duplex O Mobilehome MOther SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home )p@20.00 150.QQ TYPE OF WORK New O Addition O Remodel O Utilities)[) Installation O Other C3Contractor Describe Work: 3BR PERMIT FEE $ 80.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 800V OR LESS ) 200A OR LESS 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. ) S0. 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed underrovisions of Chapter 9, Division 3 of the Business and P P Professions Code and my license is in full force and effect. License No. Classification Id I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) B SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 eAL. 1@ .50 Ex. Occup.FIXED APPLNS. OR ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. It I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 63.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X/j2 Date o Signature plicCcant W Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ GCC CONST. TYPE TOTAL FEE $ 166.00 HAZ. D. FEES IMP FLOOD —' COF PARCE PD I HD SSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been DIRECTOR OF PUBLIC WORKS By PERMIT EXPIRES ON IDerel provisions to do work paid. Date 143671 Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT =ti COUNTYOF BUTTE - DEPARTMENTQF Jwtop-MENTSER' VICES --BUILDING DIVISION s A,. i 7 COUNTY CENTER DRIVE - OROVILLE, CALIFfRNIA95965 -TELEPHONE (916) 538-7541 OWNER 4 Proposed Building Use PERMIT APPLICATION DATA SHEET LA b02CH Building Inspector A. P ci _45:21 3 ^(/ 32 0 f Date :71/41 `l --, At time of permit application, I was advised the followirig.data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ --�y 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. ......... .. r ............................... 6. Energy Design Compliance and supporting documentation . .................. ' t 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $.......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13 Flood elevation letter (100 year flood) by California Engineer.. . 4�Sanitation andplotplan approval Health Department . ............ 15. City of Chico plumbing permit. ........ ' 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18aContact Land Development about (A) Improvements (B) Drainage. .......... . �. Driveway permit (construction approval required prior to occupancy): X20. Pre -inspection for required. .. o e .1s1 9 �spedo (Date) 21. Contractor's license information. (No., Name Style, Classification) . ............. . 22. Certificate of Workmans Compensation Insurance . .......................... 23,rOwner-Builder Verification (Given to owner , Mail to owner �. ). .......... . 4. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ......................: }...... . 30. Documentation of 50% subdivision developed or (A) Road improvementstcompleted and (B) Parcel meets zoning area and frontage requirements . .............. . 31. Existing violations/expired permits . .................... ................. 32. Plan check list. --�, 33. a',�% A- /� 4 n �e v i c w .�c a i �l//5 �Q� ... I(e I z rug-' Jiffy .34 ' When you issue the permit, process as follows:. Mail to owner. Mail to contractor. Telephone and hold for pickup.at office. Deliver with inspector. OtherParcel Creation Acreage Applicant � Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior perm issuance: (Circle new item not checked above). 1. Index permit for above items No. `f 2. Additional items required: Contractor, designer, ow r, was advised of above required data by _ phone_ mail Counter by � Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date 7 Z� �l Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department11 COUNTY OFBUTTE FROM: Envlroil iiientaF Health BUILDING DEPT SU - JECT: Sanitation Clearance J U L 1 6 1993 907 (. �i9� 61. Owner / Location e9w&oG . , Plan Approved for: Sewage ]disposal v Water Supply: Public Clearance for bedroom mobile Other HolsYfiinal for: nal clearance O.K. for: =/ _ Environmental Health Specialist 8/92 IS.H. IIJI; t>N,I Plot Ilan Anachcd _ fluor Plan Alutched seal to If:U,�1�_!_� �cK u 2c H ©2-8-^30 - 116 AP# / Private Well t/ i G COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 OWNER -BUILDER VERIFICATION Attention Property -Owner: Phone: 916-538-7541 An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1.' I personally plan io.provide the majo labor and materials for construction of the proposed property improvement ;0 or no) e_) .2. Iav /have not) �,�z%e signed an application for a building permit signed proposed work. 3. .I have contracted with the following person (firm) to provide the proposed construction:' Name Address City Phone 'Contractors License No. 4: I plan to provide portions of this work,.but'I have hired"the following person to coordinate, supervise, and provide"the major work: . Name Address City Phone Contractors License No. 5. I will provide some of the work -but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social ecurity Number Date — f— NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. :< tnvironrnentw — e�? ye�' J U L 14 1993 Oroviile GG!if�rnig:. NOTE. -All Materials & Workmanship Thi epiansantiSPOcifiGatiGAS. MUST be_ $88:4 •Reee Pr kept the job at all times.and it is unlawful to of a quality prescribe'd.f6r-the S mak pecifiet n on same wit out um ing�hanl written permission from the Department of pub the National Elea 'cal Code. Works, County of Butte. ALL STR CTl OVERHA WSE ASET B CK( b�FT. FRi soF7. FRC CLEAR O STF fORA2 Fr.EA Self 'fc 7A -k - o, foo _ 0 w :r APPROVED AND EQUIPMENT INCLUDING 4en, EE CLI�AR OP ALL EASEME S� f -T. FROE'JE THE SIDE A.PfE REAR PROPERTY UNIES A D -ROAD CENTERLINE SHAT_L BE ES A.ND EQUIPMENT Exr.Ep.T DRIVE WAY ,I; .S".9,5.3 y Be in s and in the )de,V, Al,r BUT'T'E OUNTY 51 PR0VL J 7- s- y3CA, - PRVT._ RD. - I lam• Al,r BUT'T'E OUNTY 51 PR0VL J 7- s- y3CA, - PRVT._ RD. n1fogd ?pv ,�i 1,mt{Z i�;..ii�l•�I F n':. r'•�1 �t:'C` 41:� Y„'�1 {/� �L�i +/ I,r��O..ii��i ililb .. �..i 1'j... • .'��`'t I.M. �lr'� /'1 iicrllit .. s. ;til t"iv1 x,a:? 7s:'•;r.:!; �r i~ wr.� tH ?�� f.a , 1 t ; !{ iv-'fil; s i 'a. 1'1'7 •. r;t l •,n.�M ;`� %.�.;�ii.::'' 1r" � i'nt.1,. Lwtl ..{t .C� h ; :'I`iri.,.d i� Llii� *?`�> � ;':. L•.�'is:.�r� Sid}. � '? t OVA 81.1FAMIJ t-- J.JA A j4 AM ' i. !'. '.4 •'�.���R.'^ �tT��7 .. �'T'i .��. �.. .'S .,�: t� � ' ':. :jvr 6..s� :! .4�,', ^, '�•1:te. � .��'�-,.,�.�,'�S?' . ;1-•_ti.1 :� Fiw ..,. �r,'1 +...� .�.1•i..«.ga..n Tb::3v21..2'. �':'�: Vd!LIv....s ' ; i'°s �•.. ;+ L '1_:: a ye ':'.P °i .%- d . Anvironrr;enlGf r6edi-.fo s 4 1993 Orov,lfe, GG!ifo;r; .� a, r� e9P ,OvED 1'hlsmd eet#ieat+ens-Abe--- $83.4 btkMMONO 4041 SO NJ — kept on the job at al -times and it is unlawful'to Accordance With_RecogredGood Practices a _... ,make: ny changes -or afterations on sam of a quality prescra- ple written permission from the Department of -Pubic Uniform Building; -P 1pg & Meohaaticsl r>:odes nd Works County of Butte. the National EWctftW bft. S�pf�c o, _ LL STRUCTURES AND -EgUI ENT INCL G OV NGS SHALL BE CLEAR O ALL EASEM A S -BACK OF. I S FP. R M THE SIDE A Z F.T. FROM THE REAR P O ERTY LINES AN o0 FT. FROM T#iE ROAD C N cRLINE SHALL _B .. CLE kR OF'STRUCTURES AND- Q IPMENT EXCEPT FOS A 2 FT. EAVE OVERFIAPdG_. REVIEWED BY BUTTE CO. FIRE DEPT. CALIF._ DEPT..of FCRESTRY ❑ approved as submitted approved with conditions DRivc WAY 58.3 y 11 B . TTE COUNTY .BUILD NG DEPARTMENT APPR0VE[D 7- iq q3 co ?olli�v� OAKS LANE I ---- PR.V. T.RD. • -- -- - �i L� 4 i y i7l, Clip" ecPROVED AP # 'J 3 - 2-33 _�-_ PERMIT # ATTACH NT 1 10 .4e4lag4wAlIF-11-4- NAME r Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. V1 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availabil- ity, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [J 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant. structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius. 1. No roadway shall have a horizontal inside radius or curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. �] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. KI 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic land and unobstructed vertical clearance of 15 feet along its entire length. • 2,e-2-3-0(�a - 1� - 2 - 1273.10 Turnouts. Driveways exceeding 150 feet in length, but I less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [x] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates. YIJI 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic land provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ l 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. K' 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegeta- tion and fuels caused by site development and construc- tion, road and driveway construction and fuel modifica- tion shall be completed prior to completion of road construction or final inspection of a building permit. 0 � ` Other Requirements Date - 3 - Signature Est DRIve WAY Rolhiwg OAKS LAME PR6C � r+vironmen� Ild 4 1993:_ ecPROVED BUTTE COUNTY LIVISION OF ENVIRONMENTAL HEALTH f REQUEST FOR SERVICE Clearance t/ Loan /-Refinance : Septic Well Water Sample Plan Check Pre -Application Review Septic Destr. Other Date L /�� AP# e02�-- 0 30 - 0VQ Applicant: ©(2_�" WI C_�A Location: jc) Fee: Receipt No. Date y- ®te-) Loan/Refinance Inspection: Access/Contact Telephone. _ .. A Name t -p- JD c, -r ' Mail Report to: Call for Pick Up: r.. COUNTY OF BUTTE - DEPAR ,u� 9 01 7 County Center Drive - ASSESSOR PARCEL NUMBER 028-230-040 OWNER ROCKEY AND S OWNER'S MAILING ADDRESS P 0 BOX 5693 CONTRACTOR'S NAME CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ,RYSVILLE CA. 95901 ARCHITECT OR ENGINEER NONE ARCHITECT OR ENGINEER'S MAILING ADDRESS LOT NO. I SUBDIVISION'S NAME USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome 11 Other OF DEVELOPMENT SERVICES - BUILDING DIVISION JUL 2 11993 California 95965 - Telephone (916) 538-7541 NJW%3— IT NO. ON AND PERMIT -J- ING BUILDING PERMIT TELEPHONE UNKNOWN LICENSE NO. TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities)D Installation O Other ❑ Describe Work: 3BR CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1s3 I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ® I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County yiinncconsequence of the granting of this permit. cI X �`�[ �L4� . I17 Date Signature of Kplicant - ® Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. 143671 Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT SQ. FT. I OCC, I BUILDING VALUATION Fireplace Total Valuation $ Filing Fee $ Permit Fee $ Plan Checking Fee S Energy Plan Checking Fee S Penalty $ PERMIT FEE $ Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home 116 Filing Fee 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 20.00 PERMIT FEE $ 80.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 600V OR LESS ) - 200A OR LESS 23.00 3.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BLOS. ) SO 3.50 FT. _ NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 (POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B 20 @ 1'000 Ex. OCCU FIXED PPLNS. .1 OR P• (OUTLETSAIRESIDEA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 20.00 Misc. Wiring 23.00 PERMIT FEE S 63.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation I PERMIT FEE $ 0 Contractor Mobile Home Installation Fee S Energy Inspection Fee $ Dcc CONST. TYPE TOTAL FEE $ 166.00 HAZ. I O. FEES I IMP I FLOOD I CDF I PARCEL I PD I HO I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By PERMIT EXPIRES ON Date REVIEWED BY BUTTE CO. FIRE DEPT. CALIF. DEPT -,Of FCRESTRY ❑ approved as submitted approved with conditions per attached sheet. /d 74ZIJc� Signature DW9 DRlvc _wriy ol�irv� OAKS LANE PR.VT. RD. .5'2.8.3 y REVIEWED BY BUTTE CO. FIRE DEFT. CALIF. DEPT..of FCRESTRY ❑ approved as submitted C5 approved with conditions wiy _ Rol�iv� OAKS LANE __ _ PR.V. T. RD. —. — - .- N b' 7 ' S>f b 0 fru � � � obi ---- - h c"81c.5 � d -- -- -- -- od _1/I8d 3NV 7-5XVC) h CISICS' h E'81cs Copyright© 1995 By Fleetwood Enterprises, Inc NOTE CONSUMER INFORMATION CARDS Keep this manual with your manufactured home. title VI of the Housing and Community Development Act of 1974 provides you with protection against certain construction and safety hazards in your manufactured home. 7b help assure your protection, the manufacturer of your manufactured home needs the information which these cards, when completed and mailed, will supply. If you bought your home from a retailer, please be sure that your retailer has completed and mailed a card for you. If you acquired your home from someone who is not a retailer, you should promptly fill out and send a card to the manufacturer. It is important that you keep this manual and give it to any person who buys the manufactured home from you. LL i d c 3 O c s L O 09 LL W J N C Z O V W N HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO BOX 7638 RIVERSIDE CA 92513-9953 IIIIIIII11111111111111111 11 111111111111111111111 II II FLEETWCODa BUSINESS REPLY MAIL FIRST-CLASS MAIL. PERMIT NO 959 RIVERSIDE CA POSTAGE WILL BE PAID BY ADDRESSEE NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO BOX 7638 RIVERSIDE CA 92513-9953 NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES BUSINESS REPLY MAIL FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA POSTAGE WILL BE PAID BY ADDRESSEE HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO BOX 7638 RIVERSIDE CA 92513-9953 NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES BUSINESS REPLY MAIL FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA POSTAGE WILL BE PAID BY ADDRESSEE HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO BOX 7638 RIVERSIDE CA 92513-9953 IIIIIIII11111111111111111 11 111111111111111111111 II II FLEETWCODa BUSINESS REPLY MAIL FIRST-CLASS MAIL. PERMIT NO 959 RIVERSIDE CA POSTAGE WILL BE PAID BY ADDRESSEE NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO BOX 7638 RIVERSIDE CA 92513-9953 NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES BUSINESS REPLY MAIL FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA POSTAGE WILL BE PAID BY ADDRESSEE HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO BOX 7638 RIVERSIDE CA 92513-9953 CONSUMER INFORMATION CARD PURCHASERS NAME ADDRESS CITY STATE ZIP PHONE SOLD BY (RETAILER) ADDRESS CITY STATE ZIP DATE SOLD INSTALLATION ADDRESS OF MANUFACTURED HOME ADDRESS CITY STATE ZIP SOLD BY (RETAILER) 'ADDRESS CITY STATE ZIP DATE SOLD ADDRESS CITY INSTALLATION ADDRESS OF MANUFACTURED HOME STATE ZIP DATE OF MANUFACTURE: MONTH _ DAY _ YEAR _ PRODUCT NAME: SERIAL I I I I I I I I I I I I I z NO I I I I I I I I I I I I I I I I I I I I I I I z DESIGN WIND ZONE DESIGN ROOF LOAD Thermal Zone w DESIGN WIND ZONE WIND ZONE 111110 MPH DESIGN ROOF LOAD Thermal Zone LL _ WIND ZONE 115 PSF _ WIND ZONE III 110 MPH _S -South -20 PSF 1 _ WIND ZONE 11 100 MPH _ OTHER MPH M - Middle - 30 PSF 1 PSF _ _ N - North - 40 PSF _ Other _ PSF — 2 _ 3 _ _ _.-_ _ — _ _ — _ ---------------------------------- ______—_____—____--______________CONSUMER INFORMATION CARD CONSUMER PURCHASERS NAME CONSUMER INFORMATION CARD t ADDRESS PURCHASERS NAME CITY ADDRESS 'ZIP PHONE y CITY STATE ZIP PHONE y ¢ _ SOLD BY (RETAILER) 'ADDRESS CITY STATE ZIP DATE SOLD ADDRESS CITY INSTALLATION ADDRESS OF MANUFACTURED HOME STATE ZIP SOLD BY (RETAILER) ADDRESS CITY STATE ZIP DATE SOLD INSTALLATION ADDRESS OF MANUFACTURED HOME ADDRESS CITY STATE ZIP DATE OF MANUFACTURE: MONTH* DAY _ DATE OF MANUFACTURE: MONTH _ DAY _ YEAR _ PRODUCT NAME: SERIAL I I I I I I I I I I I I I z NO. I I I I I I I I I I I I I I I I I I I I I I I z w DESIGN WIND ZONE DESIGN ROOF LOAD Thermal Zone 0 _WIND ZONE II S PSF WIND ZONE 111110 MPH -South -20 PSF _WIND ZONE 11100 MPH _ _OTHER MPH _S _M- Middle •30 PSF 1 PSF _ N - North - 40 PSF _ Other _ PSF — 2 —3 — — — _ _ _.-_ _ — _ _ — _ ---------------------------------- ______—_____—____--______________CONSUMER INFORMATION CARD CONSUMER PURCHASERS NAME t ADDRESS CITY STATE 'ZIP PHONE y SOLD BY (RETAILER) ADDRESS CITY STATE ZIP DATE SOLD INSTALLATION ADDRESS OF MANUFACTURED HOME ADDRESS CITY STATE ZIP DATE OF MANUFACTURE: MONTH* DAY _ YEAR _ PRODUCT NAME: SERIAL NO I I I I I I I I I I I I I I I I I I I I I I I z w DESIGN WIND ZONE DESIGN ROOF LOAD Thermal Zone LL _ WIND ZONE 115 PSF - _ WIND ZONE 111110 MPH _S -South -20 PSF WINDZONE11100MPH _OTHER MPH _M -Middle -30 PSF 1 _PSF N - North - 40 PSF_ Other_ PSF — 2 _3 I- FOREWORD TO THE HOMEOWNER: Thank you for purchasing a Fleetwood manufactured home. This installation manual contains instructions that must be followed for the proper installation of your home. We strongly recommend you review the entire manual. WARNING INSTALLATION OF YOUR MANUFACTURED HOME SHOULD BE PERFORMED BY PROFESSIONAL CONTRACTORS WHO HAVE BEEN TRAINED IN SETUP AND INSTALLATION SKILLS. LAYPERSONS UNFAMILIAR WITH THESE SKILLS WHO ATTEMPT INSTALLATION COULD CAUSE PERSONAL INJURY TO THEMSELVES AND OTHERS, AND/OR DAMAGE TO THE HOME. FAILURE TO FOLLOW THE INSTRUCTIONS IN THIS MANUAL MAY AFFECT YOUR WARRANTY COVERAGE. Fleetwood manufactures and warrants this home to be in compliance with the Federal Manufactured Home Construction and Safety Standards in effect at the time of production. For warranty information see the Fleetwood Home Owner's Guide. To maintain an effective warranty, the home must be installed in accordance with the instructions in this manual. When properly installed and prepared for the weather conditions likely to prevail at the site, the home is capable of providing satisfactory and comfortable service as a residence in the specific structural, wind and climate zones for which it is designed. The manufacturer is not responsible for the home failing to withstand structural, wind or climate conditions more rigorous than those for which it is designed, nor for damage caused to the home through failure to prepare it adequately for extreme temperatures or other climate conditions that may be encountered. The following are definitions of some of the terms you will see used throughout this manual. SUPPORT SYSTEM - A combination of footings, piers, caps and wedges placed beneath the home to provide support. See Section 3. FOOTING PADS - Part of the support system located at or below ground level. Piers are placed on footing pads, which are made from concrete or treated lumber. PIERS - Part of the support system installed on footing pads under the main beams or perimeter of the home. Piers are completed with cap blocks and wood wedges. Piers are made from concrete blocks, steel or concrete stands. SUPPORT POSTS - Structurally designed posts at each end and at various locations down the mating line of a multi section home. Footing pads and piers are required at these locations. BOTTOM BOARD - Fastened to the underside of the home is a special covering designed to protect against the entry of rodents and moisture as well as to isolate the floor cavity from outside air. This covering was inspected before the home left the manufacturing facility. It is important than any areas damaged or torn during transportation or installation be resealed. ANCHORING SYSTEM - A combination of ground anchors and tiedown straps designed to resist wind forces. See Section 4. ANCHORS - Part of the anchoring system installed in the ground around the perimeter of the home. TIEDOWN STRAP - Part of the anchoring system consisting of steel straps wrapped around the main beams and connected to anchors. CROSSOVERS - Multi section homes have utility connections that are located under the home where the two halves are joined. Crossover connections include heat ducting, electrical circuits, water pipes, drain plumbing and gas lines. (Not all homes have water, drain or gas crossovers.) FOREWORD (Cont'd.) AREAS REQUIRING YOUR SPECIFIC ATTENTION: Please carefully review the information provided on the following pages prior to the installation of your home. SITE PREPARATION - Page 9. Provides specific information necessary to prepare the site where your home will. be located. Please note the information regarding water drainage and ground barrier. FOOTING PADS - Page 15. In areas where the ground is subject to freezing, footing pads must extend below the frost line established by local jurisdictions. INSTALLATION OF OPTIONAL FEATURES - Page 59. Review this information prior to considering the installation of items such as carport, deck, skirting, telephone wiring or television cable. CLOTHES DRYER VENTING Page 65. Access for a dryer vent has been provided in the utility area or room. To aid in preventing condensation problems, the dryer vent duct must terminate outside the perimeter of the home. MAIN PANEL BOX ELECTRICAL CONNECTIONS - Page 69. ' Please review this entire page carefully to insure that your electrical service is properly connected. A 4 -wire feeder -system is mandatory. You must have a ground wire connection from the service entrance to the ground bar in the panel box. Your home is designed to be moved by a specially equipped truck/tractor. Your home may be damaged and your warranty voided if your home is moved, supported or lifted with equipment other than that specifically designed for this purpose. The drawings and data contained in these instructions are intended to be representative of the product. Design and specifications are subject to change without prior notice. Should you or the installer have any questions or desire further clarification, please contact your retailer. If the retailer is unable to provide the necessary information, contact the manufacturing facility. fmm Immummm p !LOUSING CONSTRUCTION Sy CONTENTS sAFItr gtANDARDS © APR 03 1995 d ate.. 8 Q FOREWARD............................................................................................... i INTRODUCTION...................................................................................... iv SECTION 1 - DOCUMENTATION REVIEW ........................................ 1 SECTION 2 - SITE PREPARATION..................................................... 7 SECTION 3 - FOUNDATIONS............................................................. 11 SECTION 4 - INSTALLATION PROCEDURES .................................. 39 SECTION 5 - INSTALLATION OF OPTIONAL FEATURES ................ 57 SECTION 6 - PREPARATION OF APPLIANCES ................................ 63 SECTION 7 - UTILITY SERVICE CONNECTIONS AND TESTING ..... 67 SECTION 8 - FINAL INSPECTIONS.................................................... 73 INTRODUCTION IN THIS MANUAL STATEMENTS OF SPECIAL SIGNIFICANCE ARE WRITTEN IN A BOLD TEXT AND/OR ARE PRECEDED BY THE FOLLOWING WORDS: WARNING - MEANS THAT THERE IS THE POSSIBILITY OF PERSONAL INJURY TO YOURSELF AND OTHERS. CAUTION - MEANS THAT THERE IS THE POSSIBILITY OF PHYSICAL DAMAGE TO THE HOME OR ITS COMPONENTS. NOTE - INDICATES TOPICS OF PARTICULAR INTEREST. TAKE PARTICULAR NOTICE OF THESE ITEMS WHEN YOU ARE READING THIS MANUAL. WARNING THIS MANUAL GIVES INSTRUCTIONS FOR THE SAFE INSTALLATION OF A MANUFACTURED HOME. UNIQUE CONDITIONS AT A SPECIFIC INSTALLATION SITE CAN CAUSE SPECIAL PROBLEMS AND REQUIRE PARTICULAR SAFETY PRECAUTIONS. THE INDIVIDUAL SUPERVISING THE INSTALLATION MUST BE EXPERIENCED IN HOME INSTALLATION PROCEDURES IN ORDER TO EVALUATE THE SAFETY IMPLICATIONS OF SUCH MATTERS AS: SOILS, SLOPE, MOISTURE CONDITIONS, INSTALLATION EQUIPMENT, SIZE AND WEIGHT OF THE HOME, ETC. IT IS ESSENTIAL TO PERFORM THE INSTALLATION CORRECTLY AND TO MAINTAIN SAFE WORKING CONDITIONS. WARNING THE HOME WEIGHS SEVERAL TONS! ADEQUATE SUPPORT BLOCKING MUST BE USED TO SAFEGUARD PERSONNEL AND THE STRUCTURE DURING ALL INSTALLATION PROCEDURES. PERSONNEL SHOULD NOT BE PERMITTED TO WORK UNDER THE HOME WHERE INJURY MIGHT RESULT SHOULD THE HOME ACCIDENTALLY SLIP DURING THE INSTALLATION PROCESS. Before beginning to install the home, check with local regulatory agencies for codes or regulations which may affect procedures in .this manual and entries on the Compliance Certificate. The testing of the various utility systems and the connection of these systems to the on-site services must be accomplished by qualified service personnel. The laws of some jurisdictions may require that the service personnel possess a license. This manual depicts the most widely used method of supporting manufactured homes. Other methods which provide equal support at the same locations may be acceptable provided they do not stress the structure or cause distortion to the structure during installation. Also, other products and/or material equal to or better than those indicated may be used. The home is designed to be supported by individual piers and anchored with tiedown straps. These are collectively referred to as the support and anchoring systems. iv INTRODUCTION (Cont'd.) The support system is located under either the main beams or the main beams and the perimeter. Two main beams run the length of each section of the home. Consult the manufacturing facility before using a support system which does not directly support the main beams as this may result in damage to the home. The support system must resist vertical loads from the weight of the home- plus temporary extra roof loading (i.e. snow), as well as resisting side loads imposed by wind forces. Design data describing the roof and wind load resistance may be found on the Compliance Certificate. Determine the appropriate support system for local site and wind exposure conditions. Many of the words or terms used in this manual are those commonly used to describe the condition of the home or its components when they are properly installed -and the home is ready for occupancy. Such words or terms include but are no limited to "LEVEL", "PLUMB", "FLUSH", "ALIGN", "STRAIGHT" and "SLOPE" and are used in the text for simplicity, but the use of such terms should not be taken to indicate that reasonable trade tolerances are unacceptable. Should YoUr have any questions or desire further clarification, contact the retailer or the manufacturing facility. v SECTION 1 DOCUMENTATION REVIEW PAGE BEFORE YOU BEGIN...................................................................... .3 ZONE MAPS OF THE UNITED STATES ........................................ 4 MATERIALS AND THEIR SPECIFICATIONS NOT PROVIDED BY FLEETWOOD ................................................ 5 e BEFORE YOU BEGIN...... There are several documents that must be reviewed prior to the installation of this home. They can be found stapled to the flap in the back of this manual. 1. COMPLIANCE CERTIFICATE (DATA PLATE) The Compliance Certificate is an important document found either on a wall in the master bedroom closet or on a door under the kitchen sink. A copy is also included for you to reference the structural, roof load, thermal and wind designs of the home. 2. FLOOR PLAN This document is the approved floor plan of the home. Included on this document is information regarding minimum pier capacities for mating line piers, pertinent electrical information and detailed structural requirements required by the Federal Manufactured Home Construction and Safety Standards. 3. UTILITY SCHEMATICS These documents are the approved utility schematics which depict the configuration of the different utility systems in the home, water, drain and gas. The drain schematic will indicate any portions of the drain system that require site installation for final assembly. Any "shipped loose" parts of the system will be indicated with an asterisk (*) indicating assembly is necessary. J 4. INSTALLATION MANUAL SUPPLEMENTS Supplement pages may be included with this manual. These supplements outline special features included in the home which are not covered in the manual, or which differ from details in the manual. 5. DESIGN ZONE MAPS On page 4 you will find the Design Zone Maps for roof loads, heat and cooling and structural wind zones. Review the information on the Compliance Certificate and the zone maps to determine that the home site location'is within the acceptable boundries. The boundries for structural Wind Zones II and III have been listed by state and county to further clarify Wind Zone boundries. 3 =,' ZONE MAPS OF THE UNITED STATES ^^ NORTH —,, RI CT W DE AD :•::: w:n:` Zrw•"•::.L SOUTHDESIGN ROOF LOADS NORTH NOTE: ❑ SOUTH 20 PSF Hawaii, Cahal Zone, Puerto Q MIDDLE 30 PSF Rico and Virgin Islands are In NORTH 40 PSF South Zone Mobile STRUCTURAL ROOF DESIGN MAP WA N�� MT ND MN OR ID SD WI NY MI PA i NV WY NE IA It. IN OH UT CO WV VA CA KS MO KY N TN AZ NM OK AR sc... MS AL GA ZONE ITX lA AK ` ZONE II '• <w.®t ZONE 111 HI (TYPICAL) ZONE 3 RI CT Ki DE ZONE 1 ?: Hi ZONE 1 ZONE 1 Q ZONE 2 ZONE 3 ❑ ZONE 3 HEATING & COOLING DESIGN MAP (U„ VALUE ZONES) M MA ❑ ZONE ED ZONE II CTl ZONE III DE NU Wind Zone I consists of those areas of the \MD United States and Its territories that are not Identified as being in Wind Zone II or III. This home has not been designed for the higher wind pressure and anchoring provisions required for ocean/coastal areas and should not be located within 1500' of the coastline in Wind Zones II and III, unless the home and its anchoring and foundation system have been designed for the Increased requirements specified for Exposure D In ANSI/ASCE 7-88. ZONE III STRUCTURAL WIND ZONE 11 (100 MPH) The following local governments listed by state (counties / parishes, unless specified otherwise) are within Wind Zone If: Broward Lee Alabama Martin North Carolina Manatee Baldwin Mobile Beaufort New Hanover Florida Pinellas Brunswick Onsl All countiesexceptthose identified as being within Camden Pamlico Wind Zone III La Fourche Chowan Pasquotank St. Mary Plaquemines Columbus Pender Georgia Carteret Craven Perquimans Bryan Glynn Currituck Tyrrell Camden Liberty Jones Washington Chatham McIntosh South Carolina Louslena Beaufort Georgetown Acadia Livingston Berkeley Harry Allen Pointe Coupes Charleston Jasper Ascension St. Helena Cdleton Williamsburg Assumption St. James Dorchester Calcasieu St. John the Baptist Cameron St. Landry Texas East Baton Rouge SI. Martin Arkansas Klaberg East Foliciana St. Tammany Brazoria Matagorda Evangeline Tangipahoa Calhoun Nueoes Iberia Vermillion Cameron Orange Iberviile Washington Chambers Refuggio Jefferson Davis West Baton Rouge Galveston San Patricio LaFayette West Felidana Jefferson Willacy Meme Kenedy Hancock Washington Virginia . The cities of: Massachusetts Chesapeake Princess Anne BarnstableNantucket Norfolk Virginia Beach Bristol Plymouth Portsmouth Dukes Mississippi George Jackson Hancock Pearl River Harrison Stone 4 WIND ZONE DESIGN MAP WIND ZONE III (110 MPH) The following local governments listed by State (counties / parishes, unless specified otherwise) are within Wind Zone III: Florida Broward Lee Charlotte Martin Collier Manatee Dade Monroe Franklin Palm Beach Gulf Pinellas Hendry Sarasota Loudelana Jefferson St. Bernard La Fourche St Charles Orleans St. Mary Plaquemines Terrebonne North Carolina Carteret Dare Hyde The following states and territories are within Wind Zone III: State of Hawaii Alaska, coastal regions between the 90 mph isotach on ASCE 7-88 wind map and the coast U.S. Territories: America Samoa Guam Northern Mariana Islands Puerto Rico Trust Territory of Pacific Islands U.S. Virgin Islands MATERIALS AND THEIR SPECIFICATIONS NOT PROVIDED BY FLEETWOOD MATERIAL SPECIFICATIONS CONCRETE_ BLOCKS' Hollow load bearing concrete masonry blocks conforming to ASTM Designation C90, Grade N. Nominal 8"x 8"x 16". Maximum load 8,000 lbs. (Not considering footings). COMMERCIAL METAL PIER CONCRETE FOOTING PADS CONCRETE CAP BLOCK WOOD FOOTING PADS WOOD CAP BLOCK. OPTIONAL CONCRETE RUNNERS TIEDOWN STRAPS AND GROUND ANCHORS a. Main beam diagonal straps. b. Longitudinal straps front and rear. c. Supplemental straps. d. Vertical straps. e. Ground anchors for all tiedown straps. May be fabricated from steel rod, cable or other similar material. I Available in various heights and base widths listed and stamped with maximum load capacity. Nominal 4" pre -cast concrete without reinforcement with a 28 day compressive strength at least 3,000 PSI. Nominal 2" or 4" x 8" x 16" pre -cast concrete without reinforcement. Nominal 2 x 12 x 24" minimum pressure treated lumber #2 grade any wood specie. A single wood pad with 3,000 PSF soil capacity must be minimum #2 Doug -Fir Larch or #2 Southern Pine with minimum 12" base metal pier or 8" x 8"x 16" concrete blocks. Nominal 1 x 8 x 16" lumber Nominal 6" reinforced concrete. f t Min. 1 1/4" x 0.035" zinc coated (0.30 oz. per sq. ft.) steel strapping conforming to ASTM D3953, Type 1, Grade 1, Finish B with a minimum working load capacity of 3150 lbs and a minimum total load capacity of 4725 lbs. Slit or cut edges of zinc coated strapping do not need to be zinc coated. 1). Ground anchors shall be capable of resisting a minimum total load capacity of 4725 lbs. and a working load capacity of 3150 lbs. minimum when installed in wind zones I, II, or III. 2)• Anchors and anchoring equipment should be certified by a professional engineer, architect or a nationally recognized testing laboratory as to their resistance, based on the maximum angle of diagonal tie and/or vertical tie loading, in accordance with testing procedures in ASTM Standard Specification D3953-91, Standard Specification for Strapping, Flat Steel and Seals. SECTION 2 SITE PREPARATION PAGE STRUCTURAL, WIND AND CLIMATIC ZONES ............................... . 9 WATER DRAINAGE AND SITE GRADING ...................................... 9 GROUND BARRIER..........................:................................11..11.........9 VEGETATION CONTROL AND UTILITY LOCATIONS .................... 10 SOIL BEARING VALUES AND PROCEDURES ............................... 10 7. SITE PREPARATION CAUTION WHERE THE HOME IS TO BE LOCATED IS EXTREMELY IMPORTANT FOR THE PROPER INSTALLATION OF THE HOME. THE FOLLOWING ARE ITEMS THAT NEED TO BE TAKEN INTO CONSIDERATION PRIOR TO DETERMINING THE PROPER LOCATION. STRUCTURAL, WIND AND CLIMATIC ZONES Refer to a copy of the Compliance Certificate for this home and zone maps on page 4 to determine that the home's location is within the specified zones and boundries. WATER DRAINAGE AND SITE GRADING It is necessary to control the flow of rain and irrigation water and keep it from running under the home: Locate the home a distance from natural streams and rivers. It is necessary that the home site be properly graded and sloped to prevent water and moisture collecting under the home. If the home is set in a pit, it is also necessary to provide water drainage away from the underside of the home. Controlling the water and moisture under the home will improve the stability of the footings and piers that support -the home. CAUTION EXCESSIVE WATER IN THE SOIL UNDER THE HOME WILL CAUSE UNNECESSARY DETERIORATION TO THE HOME AND AFFECT THE COMFORT LEVEL IN THE HOME. CONTINUOUS STANDING WATER UNDER THE HOME CAN CAUSE CONDENSATION PROBLEMS AND AFFECT THE HOME'S WARRANTY. DO crown and grade site to slope away from the home. DO crown and grade site to slope away from the home. DO crown and grade site to slope away from the home. DO NOT grade site or set the home so thaa. water collects beneath the home. DO NOT grade site or set the home so that water collects beneath the home. DO NOT grade site or set the home so .that water collects beneath the home. GROUND BARRIER There is a strong tendency for ground moisture to be drawn into the home greatly complicating efforts to control humidity and condensation. A ground moisture -vapor retarder of 6 mil. rated polyethylene plastic, vinyl or similar material laid on the ground surface under the home is recommended to assist in controlling the humidity in the home. SITE PREPARATION . (cont'd.) VEGETATION CONTROL Cut back low hanging tree branches, bushes and other vegetation and debris which could scrape walls and roof when the home is installed. Consider future growth and possible swaying movement of branches in projected wind, snow or ice conditions. Remove all vegetation from under the home site. This will make it easier to place footings and piers. Any debris that could become termite infested should be removed completely from the home site and surrounding area. UTILITY LOCATIONS Review the location of utility inlets for water, gas and electricity and the outlet for the sewer connection. Evaluate the site location for any provided utility connections and determine there are no obstructions to making these connections to the home. SOIL BEARING VALUES Many local building jurisdictions have soil bearing values available in pounds per square foot (psf). It is important that this information be obtained in order to determine that the home footing sizes and piers are adequate to support the home. However, if (1) Soils investigation and analysis of the site, (2) Compliance with the local building code and (3) Competent opinion by a local registered professional engineer or building official are unavailable, use the procedure shown below to, determine the soil bearing capacity. If the procedure below is not used, all footing sizes and piers shall be determined by the 1000 pounds per square foot soil capacity columns as indicated in Section 3. PROCEDURE TO DETERMINE THE SOIL BEARING CAPACITY The following method is suggested for determining the allowable soil bearing capacity to be used in the sizing.of footings. Such a method is only an approximation, and the results should be properly interpreted. 1. Obtain a pocket penetrometer, such as model CL -700A by Soil Test. Contact Cal -Cert Co. P.O. Box 416 Clackamas, Oregon 97015 or call 1-800-356-4662. 2. Test an area adjacent to, or within 10 feet of, the perimeter of the home. 3. Dig down to undisturbed soil a minimum of 4 inches. Uncover an area of at least one square foot. 4. Using the pocket penetrometer, take at least seven readings.' 5. Take an average of the middle five readings, disregarding the highest and the lowest readings. Round this average down to the nearest soil bearing value. Use this value for determining minimum footing sizes. 6. Drive a wooden stake beside the test area so that an inspector will be able to verify the results, should the inspector desire to do so. 7. Verify that test results are in agreement with the description of soil table. GENERAL DESCRIPTION OF SOILS ALLOWABLE PRESSURE (Pounds Per Square Foot) SOIL TYPE No allowance made for overburden based on the unified pressure, embedment depth, water classification system table height or settlement problems rock or hard pan 4,000 and u Sandy Gravel or Gravel 2,000 Sand, Silty Sand, Clayey Sand, 11500 Silty Gravel, or Clayey Gravel Clay, Sandy Clay, Silty Clay, or 1,000 Clayey Silt Uncommitted Fill Special analysis is required. Peat or Or anic Clays Special analysis is required. NOTE DEPENDING ON THE SITE LOCATION YOU MAY WANT TO APPROXIMATELY LOCATE FOOTING PADS, PIER BLOCKS OR STANDS, ANCHORS AND TIEDOWN STRAPS THAT MIGHT BE DIFFICULT TO PLACE AFTER THE SECTION OR SECTIONS OF THE HOME ARE IN THEIR FINAL POSITION. 10 - + o SECTION 3 FOUNDATIONS PAGE FOOTING PADS AND PIERS.......:................................................... 13 PIER LOCATION ELEVATIONS....................................................... 14 FOUNDATION FOOTINGS WITH CONCRETE AND COMMERCIAL METAL PIERS ..............................................'... 15 FOOTINGS AND FROST LINES CONCRETE BLOCK PIERS.............................................................. 16 COMMERCIAL METAL PIERS.....................................................:.... 17 MINIMUM FOOTING REQUIREMENTS LABELED PERIMETER & G-2 STRAP PIERS17 ................................. MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURE.......................................................... 18 FOOTING AND TIEDOWN STRAP SPACING MAIN BEAM - 10 WIDE............................................................ 19 MAIN..BEAM & PERIMETER - 10 WIDE...................................20 MAIN BEAM - 12 WIDE ........................: . MAIN BEAM & PERIMETER - 12 WIDE..............................:....22 MAIWBEAM - 13 WIDE............................................................ 23 MAIN BEAM & PERIMETER - 13 WIDE ................................... 24 'MAIN BEAM - 14 WIDE.......................................................:.... 25 .MAIN BEAM & PERIMETER - 14 WIDE...................................26 MAIN BEAM - 16 WIDE............................................................ 27 MAIN BEAM & PERIMETER - 16 WIDE ................................... 28 MAIN BEAM - 18 WIDE............................................................ 29 MAIN BEAM & PERIMETER - 18 WIDE...................................30 MAIN BEAM.FOOTING SPACING 'USING PRE -POURED (UNREINFORCED) CONCRETE FOOTINGS . SINGLE DOUBLE OR TRIPLE SECTIONS 20 PSF ROOF....... 31 SINGLE DOUBLE OR TRIPLE SECTIONS 30 PSF ROOF....... 32 SINGLE DOUBLE OR TRIPLE SECTIONS 40 PSF ROOF....... 33 TRIPLE SECTION WITH TRANSVERSE ROOF FOOTING CONFIGURATIONS AT MAIN BEAM AND SUPPORT POSTS................................................................. 34 MATING LINE FOOTING CONFIGURATIONS ...:......................... 35 MATING LINE PIERS ................... ....... :............................................. 36 -MATING LINE TIEDOWN STRAPS...................................................36 PORCHPIERING .... ::........ `................................................................. DECKPIERING................................................................................. 38 11 FOUNDATION FOOTING PADS AND PIERS FOOTING PADS Footings are required under each pier to distribute the home load to the ground. The size of the footing is determined by the allowable soil bearing pressure and load each pier has to carry. The details in this section provide the available configurations for concrete block and metal piers. Footing sizes and materials other than those shown in this manual may be used as long as the area of the footing is appropriate for the pier load and allowable soil bearing value at the site. Check with local building authorities for requirements for installation of the home due to ground conditions. Footing pads may be placed at grade level. In areas where the ground is subject to freezing, the footing pads must extend below the frost line established by local jurisdiction. See page 15 for frost line information. PIERS The piers used must be strong enough to transmit the vertical load, which includes the weight of the home, its furnishings, and temporary roof loading, to the foundation surface below. Pier spacings other than those shown in this manual may also be used as long as spacing does not exceed the maximum pier spacing shown. Pier designs and heights shown in this manual can be used on flat or sloping ground. OPTIONAL POURED CONCRETE RUNNERS Concrete runners full length, or transverse of the home may be considered as an alternate pier support system to individual concrete or wood footings for single and multi wide homes. Common full length concrete runners are outlined below. When using transverse runners they should extend from sidewall to sidewall at the spacing shown in this section. Additional poured runners shall be provided at the mating line for piers at the ridge beam support post locations. Before these methods are used be sure such methods are adequate for the site location and is permitted by the applicable local code. TYPICAL EACH REINFORCED POURED RUNNER CONCRETE (TYPICAL) 4 POUR RUNNERS (MULTI SECTION) TYPICAL EACH RUNNER REINFORCED POURED CONCRETE (TYPICAL) 2 POUR RUNNERS (SINGLE SECTION) ` CONCRETE RUNNER WIDTH MIN. 6" THICK DETERMINED BY SECTION REINFORCED POURED WIDTH AND MAIN BEAM CONCRETE (TYPICAL) SPACING (TYPICAL) 3 POUR RUNNERS (MULTI SECTION) I L cIONCRETE RUNNER WIDTH DETERMINED BY SECTION WIDTH AND MAIN BEAM SPACING (TYPICAL) 2 POUR RUNNERS (SINGLE SECTION) PWY33MX1% WILLIAM C. FARISH�IV EUMMM9SEA MIN. 6" THICK REINFORCED . POURED CONCRETE (TYPICAL) NOTE INSTALLATIONS PROPOSING DIFFERENT DETAILED SPECIFICATIONS SUCH AS BLOCK SIZE OR LOADS SHALL BE JUSTIFIED BY ENGINEERING DATA. DETAILS, PLANS AND/OR TEST DATA SHALL BE SUBMITTED TO THE LOCAL ENFORCEMENT AGENCY FOR APPROVAL. 03 AN PIERS UNDER JAMB STUDS FOR DOOR OPENINGS OVER 48' WIDE, SUCH AS SLIDING GLASS DOORS. PIERS FOR DOORS UNDER 48' WIDE REQUIRED ONLY TO MAKE NON -OPERATIONAL DOORS OPERATIONAL. PIER LOCATION ELEVATIONS RECESSED ENTRY POST OVER 42' TO 72' MAX. II RECESSED JL EE ENTRY AREA MAY B ElI r- l BE AT RAN I DOM 1 I LOCATIONS L ALONG SIDEWALL PIER UNDER - PIER UNDER POST AT MASONRY FACED PORCH OR RECESSED FIREPLACE IN ENTRY FLOOR OVERHANG FACTORY INSTALLED LABELED G-2 SHEARWALL STRAP.'NUMBER OF STRAPS ON HOME WILL VARY. HOME MAY NOT HAVE ANY SUCH STRAPS ON THE EXTERIOR WALL. NOTE See page 17 for minimum footing requirements for labeled perimeter piers and labeled G-2 shearwall strap NOTE The above labeled perimeter piers are not required if full perimeter piering is part of -the home support and the location of the perimeter piers are within 2 feet of the labeled locations. Exception: A perimeter pier must be Installed at a labeled G-2 strap location. LABELED PERIMETER PIERS m MAIN BEAM BOTTOM OF HHj-FLO0R LINE e PIERS REQUIRED UNDER EACH MAIN BEAM AT VARIOUS MAXIMUM ON CENTER SPACING. MAIN BEAM PIERS K sty ®. P-wtuxwq OL WILLIAM C. FAR RIDGE BEAM EISkEA ♦ NOZ42946R RIDGE 8 AM SUPPORT ti P� POSTS TYPICAL H r Ld NOTE See floor plan for minimum pier loads required for each support post. Pier tag located at each support post location. MULTI WIDE SECTION MATING LINE RIDGE BEAM SUPPORT POST PIERS 14 "ts• \ r16• . SINGLE PAD FOOTING TWO DOUBLE ", FOUNDATION FOOTINGS WITH CONCRETE BLOCK PIERS PAD FOOTINGS DOUBLE PAD PAD - FOOTING QUAD PAD FOOTINGS 0 MA 16" X 16" X 4" CONCRETE PAD FOOTINGS '-- LOAD DISTRIBUTING PAD FOR SUPPORT DOUBLE PAD FOOTING -' TRIPLE PAD FOOTINGS .I TWO DOUBLE PAD FOOTINGS 8" X 16" X 4" CONCRETE PAD FOOTINGS `T �24• •y - SINGLE PAD 4" FOOTING DOUBLE PAD FOOTING LOAD -� DISTRIBUTING �? PAD FOR SUPPORT i TRIPLE PAD FOOTING 2X12X24"WOOD PAD FOOTINGS 1 FOUNDATION FOOTINGS WITH COMMERCIAL METAL PIERS SINGLE PAD FOOTING DOUBLE PAD FOOTING TWO DOUBLE PAD FOOTINGS LOAD DISTRIBUTING PAD FOR SUPPORT 16" X 16" X 4" CONCRETE PAD FOOTINGS FROST LINE DEPTH AS ESTABLISHED BY LOCAL JURISDICTION. SINGLE PAD FOOTING DOUBLE PAD FOOTING LOAD DISTRIBUTING PAD FOR SUPPORT TRIPLE PAD FOOTING 2 X 12 X 24" WOOD PAD FOOTINGS FOOTINGS AND FROST LINES In areas where the ground is subject to freezing, frost heaving can lead• to unleveling and even damage to the home. Follow these details in areas where the ground is subject to freezing. — TYPICAL PIER BOTTOM OF FOOTING PAD LOCATED AT FROST LINE TYPICAL FOOTING PAD vWee& WILLIAM C. FARISH Eff�eiEA / �' _ 61Q4�2946R BACK FILL WITH ANY CLEAN :. �»>'•�`>%�?<?��<'�%>�`'>�»»�:" GR ANULAR SAND. D. COM PACT FOR FIRM SUPPORT OF FOOTING. ALTERNATE METHO D*W_."'TI INF R NnT OR 15 36" MAX. BLOCK HEIGHT ,y. CONCRETE BLOCK PIERS 8" X 16" HOLLOW CONCRETE MASONRY BLOCKS (NO MORTAR OR GROUT REQUIRED) — WOOD WEDGES FOR HEIGHT — ADJUSTMENT. MAXIMUM THICKNESS 1 1/2 INCH AND MINIMUM SIZE 4" X 8". — CAP BLOCK(S) — CAP BLOCKS OF VARIABLE THICKNESS MAY BE USED IN COMBINATION WITH EACH OTHER ALONG WITH MINIMUM 1" WOOD WEDGES UP TO A MAXIMUM HEIGHT OF 8". 10V 36" UP TO 80" MAX. BLOCK HEIGHT NOTE Concrete block may be used along with commercial metal -piers. SINGLE BLOCK PIER 8,000 LBS MAXIMUM CAPACITY PIER CAPACITY MUST BE THE SAME AS OR GREATER THAN THE FOOTING CAPACITIES ON PAGE 35. MAIN BEAM °a as a WOOD WEDGES i CAP BLOCK :�' SINGLE BLOCK PIER PERPENDICULAR TO MAIN BEAM EXTERIOR WALL 16,000 LBS MAXIMUM CAPACITY I II AS WOOD OR GREATER THAN THE FOOTING WEDGES CAPACITIES ON PAGE 35. CAP A, BLOCK DOUBLE BLOCK PIER 16,000 LBS MAXIMUM CAPACITY PIER CAPACITY MUST BE THE SAME AS OR GREATER THAN THE FOOTING CAPACITIES ON PAGE 35. tti A, MAIN BEAM PIERS WOE 'aa `• WEDGES WILLIAM C. FARISH MAIN BEAM i ° J CAP ~ y Ld / BLOCK PERIMETER PIERS 4X4OR2-2X4'SONEDGE (NAILED TOGETHER) SPANN MINIMUM 2 FLOOR JOISTS DOUBLE BLOCK PIER PIER MAY BE OFFSET UP TO 6" MAX. EACH SIDE OF STRAP TO MISS FRAME OBSTRUCTIONS AS LONG AS THE PIER STILL SUPPORTS THE FLOOR RIM PLATE. JOISTS UNDER SHEARWALL TYPICAL FLOOR JOIST WOOD WEDGES ' FLOOR RIM CAP PLATE i/)( BLOCK 10" MAX. SETBACK FROM EDGE OF FLOOR BLOCKS PARALLEL WITH BLOCKS PARALLEL AND RECESSED EDGE OF FLOOR BACK FROM EDGE OF FLOOR 16 LABELED 0�__G-2 STRAP WOOD WEDGES CAP BLOCK ' 6" MAX. SETBACK AT LABELED G-2 STRAP LOCATION CONTACT PAD COMMERCIAL METAL PIERS Commercial metal piers maybe used along with concrete piers. r ` � a♦ DJUSTABLE RISER WITH : %,% as ` DJUSTABLE NUT AND BASHER (IF REQUIRED) PIER FRAME NOTE Pier capacity is listed and labeled by pier manufacturer on each pier. Pier capacity must be the same as or greater than - the footing capacities on Page 35. ALTERNATE CONTACT PAD DIRECTION EVERY OTHER PIER ♦a MAIN BEAM as as `°o a\aaaaaa `. as !; a .� ^• as .� as a ma .� as .� as .� .aaaaa;; oaaaaa `` a a aao as � a , °a •tea a MAIN BEAM PIERS PERIMETER PIERS 4X4OR2-2X 4'S ON EDGE (NAILED TOGETHER) SPANNING MINIMUM 2 FLOOR JOISTS EXTERIOR WALL z FOOTING CONFIGURATIONS a CL H � r 16" x 16" �5 a 16" x 16" !y (� FLOOR RIM 0 PLATE JOISTS UNDER 4 X 4 OR 2- 2 X 4'S SHEARWALL ON EDGE (NAILED TOGETHER) k — TYPICAL FLOOR JOIST TYPICAL FLOOR JOIST 10- MAX. SETBACK FROM EDGE OF FLOOR AT EDGE OF FLOOR RECESSED BACK FROM EDGE OF FLOOR 10"MAX. SETBACK FROM J `\\\\`tel/ FROM EDGE OF FLOOR LABELED G-2 STRAP AT LABELED G-2 STRAP LOCATION MINIMUM FOOTING REQUIREMENTS FOR LABELED PERIMETER PIERS AND LABELED G-2 SHEARWALL STRAP PIERS LABELED PERIMETER PIERS z FOOTING CONFIGURATIONS a CL H 16" x 16" 8" x 16" a 16" x 16" 8" x 16" 2 x 12 x 24" 0 Concrete Concrete 2 x 12 x 24" Cn Pad Pad wood Pad 1000 SINGLE DOUBLE SINGLE 1500 SINGLE DOUBLE SINGLE 2000 TO SINGLE DOUBLE SINGLE 4000 LABELED G-2 SHEARWALL STRAP FOOTING CONFIGURATIONS U a 16" x 16" 8" x 16" Concrete Concrete 2 x 12 x 24" 0 Pad Pad Wood Pad Cn 1000 DOUBLE 2 DBL PADS DOUBLE 1500 DOUBLE TRIPLE DOUBLE 2000 TO SINGLE DOUBLE SINGLE 4000 17 MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURES The footing configuration and spacing tables on the following pages determine the footing configuration and spacing by section width. Eave size Is 12" maximum to 14 wide, and 6" maximum for 16 and 18 wide sections. The range In Inches of various width homes Is provided to assist In referencing the proper page NOTE Homes requiring perimeter footings will have the copy of the floor plan stamped "PERIMETER PIERING REQUIRED". Live Sgl. Pad Footing Two MI Pad Ftng. SECTION WIDTHS Load Main Beam Size Main Beam Size Main Beam Sae Range (in inches) Of Section Floor Widths` (P-0 SECTION "A" 12' 6 1 Ir 1 12- 2- 10 Wide 118" : 3 3 6 3! 12 Wide 132" to 143" SECTION "B" 30— 13 Wide 150" to 157" 5' B01011046- 20 5! s' s 9 /o' 10 9 10 1r 14 Wide 158" to 168" 2 2 2 ' W 4' 6' 16 Wide 186" to 190" MAY ALSO BE LOCATED ADJACENT TO SECTION "C" > SECTION -A- AND AT VARIABLE 18 Wide 204" LOCATIONS ALONG SECTION SIDEWALL. * Measured across section at floor excluding MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) exterior siding. A. if you are installing a single section home go to PROCEDURE FOR FOOTING CONFIGURATION AND the appropriate section width page. SPACING TABLES: B. If you are installing a multi section home where 1. Determine the soil bearing capacity. both sections, or all sections, are the same width, B"° "1(r go to the appropriate section width page. n roof live load of the home. 2. Determine the design 9 C. If you are installing a mufti section home where 3. Following that line across the table, and based on one or more of the sections are different in width, the main beam size determine the footing spacing follow the example below, then go to the and configuration. appropriate section width pages. 4. Footing placement to start at no more than one foot D. For third section with transverse roof design see (1'-0" to edge of pier) from the ends of both main beams. Page 34 for footing and pier requirements at rt posts and ends of main beam. S. The spacing for any individual footing may exceed 3.6' T' the spacing shown up to 10% as long as the average ariso EXAMPLE USING- O spacing does not exceed the spacing shown. ...:..................................................:.;:.;;!;;: , ] WILLIAM C. PARISH IV Q)? ?�B P tn" I Qpsf soil capacity, 9 y _a EtstsEB ppsf roof live load, supporting ;fid"'main beam. 4 WIDE SECTION 12 WIDE SECTION 10 WIDE SECTION FOOTING _ SPACING PER 14 WIDE PAGE FOOTING SPACING PER 12 WIDE PAGE FOOTING SPACING PER 10 WIDE PAGE CONCLUSION: \ 14 wide section main beam footing spacing would be 6'-0" o.c. max 12 wide section main beam footing spacing would be T-0" o.c. max 10 wide section main beam footing spacing would be 8'-0" o.c. max ALTERNATE CONCLUSION:. , Each sections footings may be spaced on the worst case spacing. Therefore the maximum footing spacing for all three sections can be at 6'-0" o.c. 18 ............:.::.........4... CitdCt3t«TEt=t7EE !TICJ(S<[?<< ............................................................................ Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) T 8' Live Sgl. Pad Footing Two MI Pad Ftng. Load Main Beam Size Main Beam Size Main Beam Sae m (P-0 8 107 12- 8- : ;r ' ; ` 12' 6 1 Ir 1 12- 2- : 3 3 6 3! V Abw 30— -7�- 2-W 5 5' B01011046- 20 5! s' s 9 /o' 10 9 10 1r 40 2 2 2 ' W 4' 6' 4'-6' Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Live SgI. Pad Footing : tiEil ;i?d([:FtfliliEl�: Two Dbl Pad Ftnl Load i Main Beam Size Main Beam Size Main Beam Size 3-6' T T 8' 10 17 :lam 30 3' 3' 3 9 6' B' 10 17 40 2.6' 2.6' 2-6' 5'-6- 6-6' S'-6' B' 10' 11' 20 5! s' s 9 /o' 10 9 10 1r ' " 4-56" 4-S6 9 9 B' 9 10' tr 9ZZj 9 10' 12' ::'€; €.. ?.. t6':,.;X 4" C NCR.ETE .:;OQTINGS MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Live Pad Footing ?Dtil:#?iaMd 4i : Two ON Pad Ftng Main &ttm4tze Main Beam Size Main Beam Sae Load in (Psf) B"° "1(r 10 #: 1r B' 10' 12' 4 4' 4' 6' B' 8' 9 1a 12 30 T-6' 3-6' 3.6' T' T S. " 10' 12 40 3 3 3- 6' 9 6 9 1(y 12 20 9 6' 6' 8' 10' 1r B' 10' 1r 1500. 30 • s' s s B' 10' 10-6 B' 10' 1Y 9 W4- B'b" r .10' tr MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 10 WIDE - SINGLE, DOUBLE, OR TRIPLE SECTIONS I I I I I SECTION 'A' i I SECTION -B-: I I I ( svncNC 1 Y VARIES "C" I SEE TABLE -; ■ MAIN BEAM FOOTINGS These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS .Z' Height from ground to beam (Inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) BEAM FOOTING SPACING (In Feet) Roof Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing nw Live 80 Load Main Beam Size Main Beam Size Main Beam Size (psf) (psf) 8" 10' 1 12" 8" 10" 12' 8" 10" 12' (0 12" 8' 1 20 4' 4' 4' 8' 8'-6" 8'-6" 8' 10' 12' 1000 30 3'-6" 3'-6" 3'-6' 7'-6" 7'-6" T-6' 8' 10' 11' T 40 3' 3' 3' 6'-6" 6'-6" 6'-6' 8' 10' 8- 6' 20 61-6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 1500 30 5'-6" 5'-6" 5'-6" 8' 10' 11' 8' 10' 12' V 40 5' 5' 5' 8' 1 10' 10' 8' 10' 12' 8' 20 8' 8'-6" 8'-6' 8' 10' 12' 8' 10' 12' 000 30 T-6' T-6" T-6" 8' 10' 12' 8' 10' 12' 8' 40 6'-6" 6'-6' 6'-6' 8' 10' 12' 8' 10' 12' 8' 20 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 30 8' 10' 11' 8' 10' 12' 8' 10' 12' 8' 40 8' 10' 10' 8' 10' 12' 8' 10' 12' 8' 20 12' - - 8' 10' 12' 8' 10' 12' 4000 30 _ — _ 8' 10' 12' 8' 10' 12' 8' 40 _ __ _ 8' 10' 12' 8' 10' 12- 8" X 16" X 4" CONCRETE FOOTINGS .Z' Height from ground to beam (Inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) BEAM FOOTING SPACING (In Feet) Roof Dbl. Pad Footing Triple. Pad Footing Two Dbl Pad Ftng. nc Live g Load Main Beam Size Main Beam Size Main Beam Size (psf) (psf) 45° 540 8 03 8' 8" 10" 12" 8' 10' 1 12" 8' 1 10" 1 12" 20 20 4' 4' 4' 6' 6' 6' 8' 8' 8' 1000 303'-6' 3'-6" 3'-6' T-6" 5' 5' 5' T T 7' 40 40 1 3' 3' 3' 4'-6' 4'-6" 4'-6' 6' 6' 6- 20 20 6' 6' 6' 8' 9' 9' 8' 10' 12' 1500 30 5' 5' 5' 8' 8' 8' V 10' 10'.6- 40 40 4,-6" 4,-V„ 4,-6„ 7' T T 8' 9,-„ qw, 20 20 8' 8' 8' 8' 10' 12' 8' 10' 12' 2000 30 7' 7' T 8' 10' 10'-6' 8' 10' 12' 40 40 6- 6' 1 6' 1 8' 9'-6" 9'-6" 8' 10' 12' 20 20 8' 1 W 12' 8' 10' 12' 8' 10' 12' 3000 0 g 10 10'-6' 8' 10' 12' 8' 10' 12' 40 40 81 91-6„ 9'-61 8' 1 o' 12' 8' 10 12' 20 20 — — — 8' 10' 12' 8' 10' 12- 4000 30 — 8' 8' 10' 12' 8' 10' 12' 40 40 -- - 8' 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS .Z' Height from ground to beam (Inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) hLive Roof Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. a Load Main Beam Size Main Beam Size Main Beam Size — (psf) 4'-0" 45° 540 8 T-0" 8' 10' 12" 8" 10" 12" 8" 10" 12' 1 70- 20 4' 4' 4' 8' 8' 8' 8' 10' 12' 1000 30 3'-6' 3'-6" 3'-6" T T 7' 8' 10' 12' 40 3' 3' 3' 6' 6' 6' 8' 10' 12' 20 6' 6' 6' 8' 10' 12' 8' 10' 12' 1500 30 5' 5' 5' 8' 10' 10'-6" 8' 10' 12' 40 4'-6" 4'-6" 4'-6" 8' 9'-6" 9'-6" 8' 10' 12' 20 8' 8' 8' 8' 10' 12' 8' 10' 12' 2000 30 T T T 8' 10' 12' 8' 10' 12' 40 1 6' 6' 6' 8' 10' 1 12' 8' 1 10' 1 12' 20 8' 8' 10' 12' 8' 10' 12' 3000 0 8'' 8' 10' 12' 8' 10' 12' 40 8' 9" 8' 10' 12' 8' 10' 12' 20 _ ±0'l 8' 10' 12' 8' 10' 12' 4000 30 _ 8' 10' 12' 8' 10' 12' 40 _ 8' 10' 12' 8' 10' 12' TIEDOWN STRAP SPACING PROCEDURE: FOR ALL WIND ZONES 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any Individual strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to beam (Inches) WIND ZONE Diagonal 1 II III Min. Max. 8" to 18" 11'-0" 4'-9" 4'-0" 45° 470 19" to 36" 9'-0" 4'-9" 4'-0" 45° 540 37" to 48" T-0" 4'-9" 4'-0" 54° 600 49" to 80" 5'-0" 3'-3" 2'-9" 60° 1 70- W61 W MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 10 WIDE - SINGLE, DOUBLE, OR TRIPLE SECTIONS ^q� K ❑ ❑ , ❑ ❑ , ❑ ❑, ❑ ❑ 01 i4fa,T1 0 I,,,�,� ,��__,,��',, ••.. i} 1 SECTION ' SPACII /NMI�BAY 1 SE"A" i VARIES NG �I SEETABLE IAM C. f�A R I S H JV SECTION •B" a- , v V' , ❑ ❑ ❑ ❑ ❑ O ❑ ❑1 Y ice- -- zi SECTION t C. �- 100 ' ❑ ❑' ❑ d 01 ■ MAIN BEAM FOOTINGS El PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. S. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. PROCEDURE: These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Fmg. U Cn CONFIGURATION AND SPACING Main Beam Size Main Beam Size a• 10" 12" a• 10• 1r 1000 T-6' 7-6" 7-6" FOOTING CONFIGURATIONS ffi H 8' 10' 1r 8' 10' 2000�8' 10' 12' 8' 10' 12 8' 10'3000 J12 1500 2n "ap n �� g c 16" x 16" 8" x 16" , i 10' 17 Concrete Concrete 12 x Wood LL 8' 10' 17 0Cr 0) Pad Pad Pad n rn 20 1000 SINGLE DOUBLE SINGLE 6'-0' 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'-0" 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE SINGLE 8'-0" 20004000 to 1 SINGLE DOUBLE SINGLE 1000 DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 8•-0" 2000 to 4000 SINGLE DOUBLE SINGLE PROCEDURE: These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM 8" X 16" X 4" CONCRETE FOOTINGS L U H MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Fmg. U Cn MMain Beam Size 87 10• 1r Main Beam Size Main Beam Size a• 10" 12" a• 10• 1r 1000 T-6' 7-6" 7-6" 8' 10' 11'-6• 8• 10' 1500 8' 10' 11'-6' 8' 10' 1r 8' 10' 2000�8' 10' 12' 8' 10' 12 8' 10'3000 J12 1500 10' 1r 8' 10' 1 r e' 10' 4000 -- - R.in, 1 a' TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM 16" X 16" X 4" CONCRETE FOOTINGS L U MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Fing. n Main Beam Size Main Beam Size Main Beam Size i°n 8' 1 10" 1 12- a- 10" 12" 8- to- IT 1000 7-6-17-6- 1 T-6- 8' 10' 12' & lo - 1500 8' 1 10'11'-6' 8' 10' 17 8' 10' 17 2000 8' 10' 12•8' 10' 17 8' 10• I_ 3000 B' 10' 17 8' 10' 17 8' 10' 17 4000 1 3'-3" 1 8' 10' 17 8' 10• 12 TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM 2 X 12 X 24" WOOD FOOTINGS ? t3 H MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Pad Footing U g tR Maln Beam Slze 8' 10" 12" Main Beam Size 8" 10" 12" Beam Size 10• 12" ;8' 1000 8• 8• 81 81 10' 1 T 4'-9" 1500 8' 10' 1r r 10' 1r10' 17 2000 a' 10' 12' a• 10• 1 z 8' 10• 17 3000 8' 10' 1 r10, 17 B' 10' 17 4000 - -- - 8 10• 17 81 10' 17 TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (inches) WIND ZONE Diagonale trap gl Min. Max. 8" to 18" 11'-0" 4'-9" 4'-0" 45° 47- 19" to 36" 9'-0" 4'-9" 4'-0" 450 540 37" to 48" T-0" 4'-9" 4'-0" 540 60" 49" to 80" 5-0" 1 3'-3" 1 2'-9" 600 700 MAIN BEAM FOOTING CONFIGURATIONS AND SPACING IE - SINGLE, DOUBLE, OR TRIPLE SECTIONS I I I I I SECTION -A- i I I 1 .1- -+-- I--+--i--+--i--� SECTION 'B" I I I I 1 SPACING I Y� VARIES SEE TABLE ,- ■ MAIN BEAM FOOTINGS i- I - I - -11f1 These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS ? o MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) BEAM FOOTING SPACING (In Feet) Roof Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing ^ Live a Load Main Beam Size Main Beam Size Main Beam Size (psf) (psf) 10" 12 8" 10" 12' 8' 1 10' 1 12" 8- 10' 12" 8" 10" 12" X-6. 20 3'-6" 3'-6' 3'-6" T T T 8' 10' 11' 1000 30 3' 3' 3' 6'-6" 6'-6' 6'-6" 8' 9'-6" W-6- 2'-6' 40 2'-6" 2'-6" 2'-6' 5'-6" 5'-6" 5'-6" 8' 8'-6" 8'-6" 5' 20 5'-6" 5'-6" 5'-6" 8' 10' 11' 8' 10' 12' 1500 30 4'-6" 4'-6" 4'-6" 8' 9'-6" 9'-6" 8' 10' 12- 4' 40 4' 4- 4• 1 8• 1 8'-6" 8'-6" 8' 1 10' 12' 7' 20 T 7' 7' 8' 10' 12' 8' 10' 12' 2000 30 6'-6' 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 5'-6' 40 5'-6' 1 5'-6" 5'-6" 8' 10' 11'-6" 8' 10' 12' 10' 20 8' 10' 11' 8' 10' 12' 8' 10' 12' 3000 30 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 8' 40 8' 8'-6" 8'-6" 8' 10' 12' 8' 10' 12' — 20 — _ _ 8' 10' 12' 8' 10' 12' — 8' 10' 12' 8' 8' 10' 12' 8' 10' 12' -- 8' 1 10' 12' 8' 8' 1 10' 1 12' 1 8' 1 10' 1 12' PROCEDURE: FOR ALL WIND ZONES 8" X 16" X 4" CONCRETE FOOTINGS ? o MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) a= Roof Live Dbl. Pad Footing Triple. Pad Footing Two Dbl Pad Ftng. U n (pad Main Beam Size Main Beam Size Main Beam Size 19" to 36" (psf) 8' 10" 12 8" 10" 12' 8' 10" 12" 10' 12" 8" 20 3'-6- 3'-6" X-6. 5' 5' 5. 7' 7' T 1000 10' 3' 3' 3' 4'-6" 4'-6" 4'-6" 6' 6' 6' 8' 400 2'-6- 2'-6" 2'-6' 4' 4' 4' 5'-6" 5'-6" 5'-6- 8' 20 5' 5' 5' r-6" r-6" T-6" 8' 10' 10' 1500 30 4'-6" 4'-6" 4'-6" 6'-6" 6'-6" 6'-6" 8' 9' 9' 8' 40 4' 4' 4' 6' 6' 6' 8' 8' 1 8' 8' 20 7' 7' 7' 8' 10' 10' 8' 10' 12' 2000 30 6' 6' 6' 8' 9' 9' 8' 10' 12' 8' 40 V-6" 5'-6" 5'-6' 1 8' 8' 8' 1 8' 10' 11' 8' 20 8' 10' 10' 8' 10' 12' 8' 10' 12' 3000 30 8' 9' 9' 8' 10' 12' 8' 10' 12' 8' 40 8' 8' 8' 8' 10' 12' 8' 10' 12' 8' 20 — — — 8' 10' 12' 8' 10' 12' 4000 30 — - — 8' 10' 12' 8' 10' 12' 8' 40 — - -- 8' 1 10' 12' 8' 1 10' 1 12' 16" X 16" X 4" CONCRETE FOOTINGS ? o MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) c.c Roof Live Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. �j a Load Main Beam Size Main Beam Size Main Beam Size 19" to 36" (psf) 5'-6" 4'-6" 400 (0 37" to 48" 8' 10' 12' 8" 10' 12" 8" 10" 12' 560 20 T-6' 3'-6" 3'-6" T T T 8' 10' 12' 1000 30 3' 3' 3' 6' 6' 6' 8' 10' 12' 40 2'-6" 2'-6" 2'-6' 5'-6" 5'-6" 5'-6" 8' 10' 11' 20 5' 5' 5' 8' 10' 10' 8' 10' 12' 1500 30 4'-6" 4'-6" 4'-6" 8' 9' 9' 8' 10' 12' 40 1 4' 4' 1 4' 1 8' 8' 1 8' 8' 1 10' 12' 20 T T T 8' 10' 12' 8' 10' 12' 2000 30 6' 1 6' 6' 8' 10' 12' 8' 10' 12' 40 5'-6' 5'-6" 5'-6' 8' 10' 11' 8' 10' 12' 20 8' 10' 10' 8' 10' 12' 8' 10' 12' 3000 30 8' 9' 9' 8' 10' 12' 8' 10' 12' 40 8' 8' 8' 8' 10' 12' 8' 10' 12' 20 — - -- 8' 10' 12' 8' 10' 12' 4000 30 — - _ g' 10' 12' 8' 10' 12' 40 — - g' 1 10' 1 12' 1 8' 10' 12' TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any Individual strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (Inches) WIND ZONE DIaBAonal ngle trap Min. Max. 8" to 18" 12'-0" 5'-6" 4'-6" 44° 47° 19" to 36" 9'-0" 5'-6" 4'-6" 400 530 37" to 48" 8'-0" 5'-6" 4'-6" 490 550 49" to 80" 5'-6" 4'-0" T-3" 560 66- 21 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 12 WIDE = SINGLE, DOUBLE, OR TRIPLE SECTIONS �,. o o, o o, o o, o 0 0: SECTION i �s AAA 6S'I ' "A. �LIAM C. FARIS.H IV SECTION t�0429 R a o' 0 0 0 SECTION `��> ■ MAIN BEAM FOOTINGS C. �' ❑ PERIMETER FOOTINGS 00' 0 0 0 d 01 PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are,going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. 3 a CONFIGURATION AND SPACING Main Beam Size Main Beam Size H � FOOTING CONFIGURATIONS 6'-6-16'-6-16'-6- 8' 9'-6- 9'-6• 2 ncv 8' 9'-0" 9'-6' 8' 10' 10' 8' 10' 17 2000 J aF16 :1s" crete e" x 1 s" Conerete 2 x 12 z24" g i� LL 8' 10' 17 oad 8' 10' 17 Pad wood Pad 4000 -- 8' 10' 1 T 8' 10' 12' rn 20 1000 SINGLE DOUBLE SINGLE 6'-0" 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'-0" 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE SINGLE 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE8'-0• 2000 to 4000 SINGLE DOUBLE SINGLE These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are,going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 22 8" X 16" X 4" CONCRETE FOOTINGS U div MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. 3 a Main Beam Size Main Beam Size Main Beam Size rn 8• 1 10• 1 12" 8" 10" 12• 8• 10• 12- r1000 1000 6'-6-16'-6-16'-6- 8' 9'-6- 9'-6• 1500 8' 9'-0" 9'-6' 8' 10' 10' 8' 10' 17 2000 8' 10' 12' 8' 10' 10' 8' 10- 17 3000 14000 17 V 10- 17 17 8' 10' 12' 8' 10' 17 3000 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 22 16" X 16" X 4" CONCRETE FOOTINGS ? U vSgl. MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. a Main Beam Size Main Beam Size Main Beam Size U) 8" 10• 1 12- 8• 10" 12- 8- 10- Ir 1000 6'-6' 6'-6• 6'-6• 8' 10' 17 8' 10' A7- 1500 8' 9'-0" 9'-6• 8' 10' 17 8' 10' 17 2000 8' 10' 12' 8' 10' 12' 8' 10' 17 3000 8' 10' 17 8' 10' 17 8' 10' 17 4000 -- 8' 10' 1 T 8' 10' 12' PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 22 2 X 12 X 24" WOOD FOOTINGS U a H MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing U a Main Beam Size Main Beam Size Main Beam Size (n 8• 1 10• 12- 8• 10• 12- 8• 10" 1 r 1000 6'-6• A,— 6'-6• 8' 10' 12' 8' 10' 17 1500 8! 10' 10' 8' 10' 17 8' 10' 17 2000 8' 10' 17 8' 10' 17 8' 10' 17 3000 8' 10• 17 8' 10' 17 8' 10' 17 4000 3'-3" 8' 10' 12 1 8' 10' 12' PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 22 Height from ground to bottom of main beam (Inches) WIND ZONE Diagonal Strap Angle Min. Max. 8" to 18" 12'-0" 5'-6" 4',6' 440 470 19" to 36" 9'-0" 5'-6" 4'-6" 400 530 37" to 48" 8'-0" 5'-6" 4'-6" 490 550 49" to 80" 5'-6" 4'-0" 3'-3" 1 56° 6°- 660- 22 MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 13 WIDE - SINGLE, .DOUBLE, OR TRIPLE SECTIONS SECtION "A"I SECTION "B"I I ' 1 I f I SPACING 1 may` VARIES SEE TABLE ■ MAIN BEAM FOOTINGS 1 � These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for -the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS ? Height from ground to bottom of main beam (Inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) nc Roof Live Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing U to a Pa) Main Beam Size Main Beam Size Main Beam Size Main Beam Size Main Beam Size 5'-6" 4'-6" 8" �j 12" 8' 1 10" 12" 8" 10" 12" 8" 10" 12" 20 20 3 3 3'- 6'-6" 6'-6" 6'-6' 8' 10' 10' 1000 30 3' 3' 3' 6' 6' 6' 8' 9' 9' 40 40 2'-6" 2'-6" 2'-6" 5' 5' 5' 8' 8' 8- 20 20 5' 5' 5' 8' 10' 10' 8' 10' 12' 1500 30 4'-6" 4'-6" 4'-6" 8' 9' 9' 8' 10' 12• 40 40- 4' 4' 4' 8' 1 8' 8' 8' 10'' 12' 20 20 6'-6" 6'-6" 6-6" 8' 10' 12' 8' 10' 12' 2000 30 6' 6' 6' 8' 10' 12' 8' 10' 12' 40 40 5' 1 5' 5' 8' 10' 1 0'-6" 8' 10' 12' 20 20 8' 10' 10' 8' 10' 12' 8' 10' 12' 3000 30 8' 9' 9' 8' 10' 12' 8' 10' 12' 40 40 8' 8' 8' 8' 10' 12' 8' 10' 12- 20 20 - - - 8' 10' 12' 8' 10' 12' 4000 30 - -- -- _ 8' 10' 12' 8' 10' 12' 40 40 - -- -- 8' 1 10' 12' 1 8' 1 10' 12' 8" X 16" X 4" CONCRETE FOOTINGS ? Height from ground to bottom of main beam (Inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) cp= Roof Dbl. Pad Footing Triple. Pad Footing Two Dbl Pad Ftng. a= Live U n oad Main Beam Size Main Beam Size Main Beam Size 5'-6" 4'-6" 8" 10" 12" 8" 10" 12" 8" 10' 12' �j 10' 12" 20 3' 3' 3' 4'-6" 4'-6" 4'-6" 6'-6" 6'-6" 6'-6" 1000 30 2'-6" 2'-6" 2'-6" 4' 4' 4' 5'-6' 5'-6" 5'-6" 11' 40 2'-6" 2'-6- 2'-6" 3'-6" T-6" 3,-6" 5' 5' 5' 10' 20 4'-6" 4'-6" 4'-6" T T T 8' 9'-6" 9'-6" 1500 30 4' - 4' 4' 6' 6' 6' 8' 8'-6" 8'-6" 12- 40 3,-6„ 3,-6„ 3,-6„ 5,-6„ 5,-6„ 5,-6„ r-6„ T-6.. r-6„ 1 12' 20 6'-6" 6'-6" 6'-6' 8' 9'-6" 9'-6" 8' 10' 12' 2000 30 5'-6" 5'-6" 5'-6" 8' 8'-6' 8'-6" 8' 10' 11' 12' 40 5' 5' 5' T-6" T-6' T-6" 8' 10' 10- 12' 20 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 3000 30 8' 8'-6" 8'-6" 8' 10' 12' 8' 10' 12' 12' 40 T-6" T-" T-6" 8' 10' 11'-6' 8' 10' 12' 12' 20 - -- -- 8' 10' 12' 8' 10' 12' 4000 30 - - - 8' 10' 12' 8' 10' 12' 12' 40 40 - - 8- 1 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS Height from ground to bottom of main beam (Inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) cp= Roof Live Sgt. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. v g Lad Main Beam Size Main Beam Size Main Beam Size 19" to 36" 9'-0" 5'-6" 4'-6" 400 8 37" to 48" 8" 10" 12" 8" 10" 12" 8" 10' 12" 560 20 3' 3' 3' 6'-6" 6'-6' 6'-6" 8' 10' 12- 1000 30 2'-6" 2'-6" 2'-6" 6' 6' 6' 8' 10' 11' 40 2'-6' 2'-6" 2'-6" 5' 5' 5' 1 8' 10' 10' 20 4,-6„ 4'-6" 4'-6" 8' 9'-6" 9'-6" 8' 10' 12- 1500 30 4' 4' 4' 8' 8'-6" 8'-6" 8' 10' 12- 40 3'4" 3'-6" 3'-6" -6" T-6" T-6" 8' 10' 1 12' 20 6'-6" 6'-6" 6'-6' 8' 10' 12' 8' 10' 12' 2000 30 5'-6' 5'-6" 5'-6" 8' 10' 11' 8' 10' 12' 40 1 5' 5' 5' 8' 10' 10' 8' 10' 12' 20 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 3000 30 8' 8'-6" 8'-6" 8' 10' 12' 8' 10' 12' 40 T-6" T-6" T-6" 8' 10' 12' 8' 10' 12' 20 __ __ _ 8' 10' 12' 8' 10' 12' 4000 30 __ - 8' 10' 12' 8' 10' 12' 40 _ -- 8' 1 10' 12 8' TIEDOWN STRAP SPACING PROCEDURE: FOR ALL WIND ZONES 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. IThe Initial strap location from front or rear of home. ;may be no more than two feet (2'-0") maximum. j 5. ''The spacing for any individual strap may exceed the - spacing shown up to 10% as long as the average pacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (Inches) WIND ZONE Diagonal Strap Angle I� IIS Min. Max. 8" to 18" 12'-0" 5'-6" 4'-6" 440 470 19" to 36" 9'-0" 5'-6" 4'-6" 400 530 37" to 48" 8'-0" 5'-6" 4'-6" 490 550 49" to 80" 5'-6" 1 4'-0" 1 3'-3" 560 660 23 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 13 WIDE = SINGLE, DOUBLE, OR TRIPLE SECTIONS 0 , 0 0, 0 01 0 0 01 SECTION •A• VARIES y1 ��r�' SEETABLE --♦ --t--♦--t--r- E.*_ I SECTION 'B' .�' -t----t----,`--�--� --L'� , 0 ' 0 0' 0 0' 0 0 0 SECTION I 'C' ..- 100 0 01 0 d 0i ■ MAIN BEAM FOOTINGS ❑ PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. S. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two ON Pad Ftng. a r°n CONFIGURATION AND SPACING Main Beam Size Main Beam Size 8" 10• 12• 8• 10• 12" v y 6' 6' 6' FOOTING CONFIGURATIONS 8' 9' 9' 8' 10' 17 8' 10' 17 m o, c CL r ,. gS 16"x16" 8"x16" , 8' 10' 1 r 8' 10' 17 8' 10' 12 Concrete Concrete 12 x Wood LL 8' 10' 17 o H Pad Pad Pad a 3'-3" 560 660 20 1000 SINGLE DOUBLE SINGLE 6'-0• 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'-0" 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE SINGLE 8'-0" 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 8'-0" 2000 to 4000 SINGLE DOUBLE SINGLE These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURE: TIEDOWN STRAP SPACING I. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 8" X 16" X 4" CONCRETE FOOTINGS U MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two ON Pad Ftng. a r°n Main Beam Size 8" 1 10" 1 12" Main Beam Size Main Beam Size 8" 10• 12• 8• 10• 12" 1000 6' 6' 6' 8' 9' 9' 8' 10' 17 1500 8' 9' 9' 8' 10' 17 8' 10' 17 2000 8' 10' 17 8' 10' 12' 8' 10' 17 3000 8' 10' 1 r 8' 10' 17 8' 10' 12 4000 — — 8' 10' 12' 8' 10' 17 PROCEDURE: TIEDOWN STRAP SPACING I. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 16" X 16" X 4" CONCRETE FOOTINGS cA v a MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size r9i 8• 10• 1 12- 8' 10" 12' 8• 10' 1 12- 1000 6' 6' 1 6' 8' 10' 12' 8' 1500 8' 9' 9' 8' 10' 17 8' 10' 17 2000 8' 10' 12' 8' 10' 12' 8' 10' 17 3000 8' 10' 17 8' 10' 17 8' 10' 17 4000 — 8' 10' 12 8' 10' 17 PROCEDURE: TIEDOWN STRAP SPACING I. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 2 X 12 X 24" WOOD FOOTINGS u i1° . MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing v g tR Maln Beam Size 8• 1 10• 12' Main Beam Size 8" 10' 12' Main Beam Size 8- 10• 12- 1000 6' 6' 6' 8' 10' 12' 8' 500 8' 9'-6" 9'-6" 8' 10' 17 8' 10' 17 000 8' 10' 12' 8' 10' 17 8' 10' 17 !3000 8' 10' 17 8' 10' 17 8' 10' 17000 49° — -- -- 8' 10' 12' 8' 10' 12' PROCEDURE: TIEDOWN STRAP SPACING I. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (Inches) WIND ZONE Diagonal Strap Angle I " III Min. Max. 8" to 18" 12'-0" 5'-6" 4'-6" 440 47' 19" to 36" 9'-0" 5'-6" 4'-6" 400 53° 37" to 48" 8'-0" 5'-6" 4'-6" 49° 55° 49" to 80" 5'-6" i 4'-0" 3'-3" 560 660 24 MAIN. BEAM FOOTING CONFIGURATIONS AND SPACING WIDE - SINGLE, DOUBLE, OR TRIPLE SECTIONS I 1 I I I SECTION "A"I 1 I SECTION "B'1 --- --+ SSP -AGING ' 1 �Y� VARIES SEE TABLE ��- ,--}- ,--}- ;��'� .■ MAIN BEAM FOOTINGS These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS -' Roof Lost) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) is Roof Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing Main Beam Size Live n Psf) Main Beam Size Main Beam Size Main Beam Size 8" 10" 8" 10' 12" 8" 10" 12" 8" 10" 12" 6' 6' 6' 20 3 3 3' 6'-6" 6'-6" 6'-6" 8' 9'-6" 9'-6" 1000 30 2'-6" 2'-6" 2'-6" 5'-6" 5'-6- 5-6" 8' 8'-6- 8'-6- 4,-6" -40 2'-6" 2'-6" 2'-6" 5' 5' 5' T-6" T-6" T-6" 9' 20 4'-6" 4'-6" 4'-6" 8',. 9'-6" 9'-6" 8' 10' 12' 1500 30 4' 4' ' 4' 8' 8'-6" 8'-6" 8' 10*. 12' I T 40 T-6" 3'.6" 3'-6" T-6" T-6" T-6" I 8' 10' 11' 12' 20 6'-6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 2000 30 5'-6' 5'-6" 5'-6" 8' 10' 11' 8' 10' 12' 9'-6- 40 5' 5' 5' 8' 10' 10' 8' 10' 12' 12' 20 8' 9'-6' 9'-6" 8' 10' 12' 8' 10' 12' 3000 -30 8' 8'-6" 8'-6" 8' 10' 12' 8' 10' 12' 12' 4000 7'-6" 7'-6' 7'-6' 8' 10' 12' 8' 10' 12' 12' 20 — -- = 8'.' 10' 12' 8' 10' 12' r40 4000 30 _ _ 8' 10' 12' 8' 10' 12' 40 8' 10' 8' 1 10' 12' 8' 10' 12' 8" X 16" X 4" CONCRETE FOOTINGS ?' m HE _ 8 Roof Lost) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple. Pad Footing 2 DBL Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8" 10" 12" 8" 10" 12" 8" 10" 12" 8" 20 3' 3' 3' 4'-6" 4'-6" 4'-6" 6' 6' 6' 1000 30 2'-6" 2'-6" 2'-6" 4' 4' 4' 5' 5' 5' 2'-6" 40 2' 2' 2' 3,-6" 3'-6" X-6" 4.-6" 4'-6" 4,-6" 20 4'-6" 4'-6" 4'-6" 6'-6" 6'-6" 6'-6" 8' 9' 9' 1500 30 4' 4' 4' 6' 6' 6' 8' 8' 8' 4' 40 3'-6" 3'-6" 3'-6" 1 5' 5' 1 S' T I T I T 3'-6" 20 6' 6'. 6' 8' 9' 9' 8' 10' • 12' 2000 30 5' 5' 5' 8' 8' 8' 8' 10' 10'-6" 5' 40 4'-6" 4'-6" 4'-6" T 7' 7' 8' 9'-6" 9'-6- 4'-6" 20 8' 9' 9' 8' 10' 12' 8' 10' 12' 3000 30 40 8' T 8' T 8' 7' 8' 8' 10' 10' 12' 10'-6" 8' 8' 10' 10' 12' 12' 8' 20 _ _ 12' 8' 10' .12' 8' 10' 12' 4000 30 8' _ 12' 8' 10' 12' 8' 10' 12' 40 8' __ _ 8' 1 10' 1 12' 8' 1 1'0' 12' 16" X 16" X 4" CONCRETE FOOTINGS ?' Height from ground to bottom of main beam (Inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) aw Roof Live Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. V a Load Main Beam Size Main Beam Size Main Beam Size 19" to 36" (ps�j 8" 10" 12" 8" 10" 12" 8" 10" 12" 470 49" to 80" 1 6'-6" 20 3' 3' 3' 6' 6' 6' 8' 10' 12' 1000 30 2'-6" 2'-6" 2'-6" 5' 5' 5' 8' 10' 10'-6" 40 1 2'2' 2' 4'-6" 4'-6" 4'-6" 8' 9'-6" 9'-6" 20 4'-6" 4'-6" 4'-6" 8' 9' 9' 8' 10' 12' 1500 30 4' 4' 4' 8' 8' 8' 8' 10' 12' 40 3'-6" 3'-6" 3'-6" T T I T 8' 10' 12' 20 6' 6' 6' 8' '110' 12' 8' 10' 12' 2000 30 5' 5' 5' 8' 10' 10'-6" 8' 10' 12' 40 4'-6" 4'-6" 4'-6" 8' 9'-6' 9'-6" 8' 1 10' 1 12' 20 8' 9' 9' 8' 10' 12' 8' 10' 12' 3000 30 8' 8' 8' 8' 10' 12' 8' 10' 12' 1 40 T 7' 7' 8' 10' 12' 8' 10' 12' 8' 10' 12' 8' 10 12' 8' 10' 12' 8' 10' 12' 40 8' 10' 12' 8' 10' 12' TIEDOWN STRAP SPACING PROCEDURE: FOR ALL WIND ZONES 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home i may be no more than two feet (2'-0") maximum. 5. The spacing for,any Individual strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (Inches) WIND ZONE Diagonal Strap An le Min. Max. 8" to 18" 14'-0" 6'-6" 5'-6" 320 340 19" to 36" 10'-6" 6'-6" 5'-6" 340 440 37" to 48" 9'-0" 6'-6" 5'-6" ' 440 470 49" to 80" 1 6'-6" 1 5'-0" 4'-0" 470 590 25 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING = SINGLE, DOUBLE, OR TRIPLE SECTIONS t --t--; --t--t--f--}--r- SECTION ' �SPACING� •A+ VARIES rte' tSEE TABLE i--�--t------r-- I SECTION I i i I ❑ ' ❑ ❑ ' ❑ ❑' ❑ ❑ 01 I SECTION ■ MAIN BEAM FOOTINGS C. O PERIMETER FOOTINGS 10 ❑ ' ❑ ❑' ❑ d ❑j PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) U CONFIGURATION AND SPACING Main Beam Size y u FOOTING CONFIGURATIONS Main Beam Size Main Beam Size Main Beam Size 2 a J 8' 10- 12- g c° .o 16" x 16" 8" x 16" i 8' 8'-6" 8'-6- 8' 10' 11' Concrete Concrete 2 x 12 x 24" wood t8 8' 10' 1 r 0Pad 3000 Pad Pad N 8' in, 12' 8' 10' 12' 20 1000 SINGLE DOUBLE SINGLE 6'-0' 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'-0' 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 1500 SINGLE DOUBLE SINGLE 30 8•.0" 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE WA DOUBLE 1500 DOUBLE TRIPLE DOUBLE 40 8--o- 2000 to 4000 SINGLE DOUBLE SINGLE These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 8" X 16" X 4" CONCRETE FOOTINGS Z MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) U U a Main Beam Size vDbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. a Main Beam Size Main Beam Size Main Beam Size 8- 10' 11' 8' 10- 12- 8' 1 10" 12- 8- 10' 12' 1000 5'-6"15'-6" 5'-6' 8' 8'-6" 8'-6- 8' 10' 11' 1500 8' 8'-6" 81.61 81 10' 1r 8' 10' 1r 2000 8' 10' 1 r 8' 10 1 r 8' 10• 12 3000 8' 10' 17 8' 10' 17 S. 10' 1r 4000 8' in, 12' 8' 10' 12' PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 16" X 16" X 4" CONCRETE FOOTINGS a ftl c MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. U a Main Beam Size Main Beam Size Main Beam Size 10006 8- 10- 12" 8- 10" 12" 8" 10- 12- 1000 5'-6" 5'-6" 5•-6- 8- 10' 11' 1500 8' 8'-6" 8'1i' 8' 10' 17 B' 10' 17 8 10' 12' 8' 10' 11' 8' 10' 12' 3000 8' 10- 1 r 8- 10' 17 8' 10 17 4000 4000 10' 12' 8' 10' 12' PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 2 X 12 X 24" WOOD FOOTINGS itl c _ g MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sill. Pad Footing Dbl. Pad Footing Triple Pad Footing Main Beam Size Main Beam Size Main Beam Size r9i 8" 1 10' 1 12' 8- 10" 12" 8- 10' 12- 10006 1 6' 6' 8' 10' 12' 8• 10' 12' 1500 8' 9' 9' 8' 10' 12' 8' 10' 17 2000 8 10' 12' 8' 10' 17 8' 10• 17 3000 8' 10' 17 8' 10' 17 61 10' 17 4000 - 8' 10' 17 8' 10' 17 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom WIND ZONE Diagonal Strap Angle I II III Min. Max. 8" to 18" 14'-0" 6'-6" 5'-6" 32° 34° 19" to 36" 10'-6" 6'-6" 5'-6" 34° 44° 37" to 48" 9'-0" 6'-6" 5'-6" 44 447° 49" to 80" 6'-6" 5'-0" 4'-0" 47° 59° 26 MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 16 WIDE -SINGLE SECTION I I I I SPACING VARIES SEE'r=E ■ MAIN BEAM FOOTINGS These tables determine the footing pad configuration and footing spacing along the main beams of the section. Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS ? Height from ground to bottom of main beam (Inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) a Roof Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing m� Live o Load Main Beam Size Main Beam Size Main Beam Size 8' (psf) 12" 8" 10" 12" 8" 8' 1 10" 12" 8" 10" 12' 8" 10" 12" 4' 20 3' 3' 3' 5'-6" 5'-6" 5'-6' 8' 8'-6" 8'-6" 1000 30 2'-6" 2'-6" 2'-6" 5' 5' 5' T-6" T-6" T-6" 3' 40 2' 2' 2' 4'-6' 4'-6" 4'-6" T 7' 7' 6' 20 4' 4' 4' 8' 8'-6" 8'-6" 8' 10' 12' 1500 30 4' 4' 4' T.6" T'6" T-6" 8' 10' 11'-6" 5' 40 3'"6" 3'"6" 3'-6" T T T I 8' 10' 10'-6' 8' 20 6-6" 5'-6' 5'-6' 8' 10' 11'-6" 8' 10' 12' 2000 30 5' 5' 5' 8' 10' 10' 8' 10' 12' 6'-6" 40 4'-6" 4'-6' 4'-6" 8' 9' 9' 8' 10' 12' 8' 20 8' 8'-6" 8'-6" 8' 10' 12' 8' 10' 12' 3000 30 T"6' T-6" T-6" 8' 10' 12' 8' 10' 12' 8' 40 T T T 8' 10' 12' 8' 10' 12' 8' 10' 12' 8' 10' 12' 10' 12' 8' 10' 12' 8' 10' 12' 8' 10' 12' 10' 12' 8' 10' 12' 8' 10' 12' 8' 10' 12' 10' 12' 8' 10' 12' 8" X 16" X 4" CONCRETE FOOTINGS ?' Height from ground to bottom of main beam (Inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) ac- Roof Live Dbl. Pad Footing Triple. Pad Footing Two Dbl Pad Ftng. a Load Main Beam Size Main Beam Size Main Beam Size �j a Load 8' 10" 12" 8" 10" 12" 8" 10" 12" 10" 1 12" 8' 20 2'-6" 2'-6" 21-6" 4' 4' 4' 5'-6" 5'-6" 5'-6' 1000 30 2'-6" 2'-6" 2'-6" 3'-6' 3'-6" 3'-6" 5' 5' 5' 5' 40 2' 2' 2' 3' 3' 3' 4'-6" 4'-6" 4'-6- 4'-6" 20 4' 4' 4' 6' 6' 6' 8' 8' 8' 1500 30 3'-6" 3'-6" 3'-6" 5'-6" 6-6" 5'-6" T T T T 40 3' 3' 3' 5' 5' V 6'4" 6'4" 6'"6" 6'-6" 20 6-6" V-6" 6-6" 8' 8' 8' 8' 10' 11' 2000 30 5' 5' 5' 7' 7' 7' 8' 9'-6' 9'-6- 9'-6" 40 4'-6" 4'-6" 4'-6" 6'-6" 6'-6" 6'-6' 8' 8'-6' 8'-6' 8'-6" 20 8' 8' 8' 8' 10' 12' 8' 10' 12' 3000 30 T T T 8' 10' 11' 8' 10' 12' 10' 40 16'.6"16'.6" 10' 6'.6" 8' 10' 10' 8' 10' 12' 10' 20 - - - 8' 10' 12' 8' 10' 12' 4000 30 __ -- - 8' 10' 12' 8' 10' 12' 10' 40 _ _ - 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS Height from ground to bottom of main beam (Inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) 5 toRoof ac DiagAngletrap Min. Max. 8" to 18" 13'-0" Live Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. �j a Load Main Beam Size Main Beam Size Main Beam Size -p (psf) 8" 10" 12" 8" 10" 1 12" 8' 10" 12' 50° 59- 20 2'-6" 2'-6" 2'-6" 5'-6" 5'-6' 5'-6" 8' 10' 11' 1000 30 2'-6' 2'-6" 2'-6" 5' 5' 5' 8' 9'-6" 9'-6- 40 2' 2' 2' 4'-6' 4'-6" 4'-6" 8' 8'-6" 8'-6" 20 4' 4' 4' 8' 8' 8' 8' 10' 12' 1500 30 3'"6" 3'-6" 3'"6" T T T 8' 10' 12' 40 3' 3' 1 3' 6'-6" 6'-6" 6'-6" 8' 10' 12' 20 6-6" 5'-6" 5'-6" 8' 10' 11' 8' 10' 12' 2000 30 5' 5' 5' 8' 9'-6" 9'-6" 8' 10' 12' 40 4' 4' 4' 8' 8'-6" 8'-6" 8' 10' 12' 20 8' 8' 8' 8' 10' 12' 8' 10' 12' 3000 30 T T T 8' 10' 12' 8' 10' 12' 40 6''6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12- 208' - - 8' 10' 12' 8' 10' 12' 4000 30 - - 8' 10' 12' 8' 10' 12' 40 - - -- 8' 10' 12' 8' 10' 12' TIEDOWN STRAP SPACING PROCEDURE: FOR ALL WIND ZONES 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (T -O") maximum. 5. The spacing for any Individual strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (Inches) WIND ZONE DiagAngletrap Min. Max. 8" to 18" 13'-0" 6'-0" 5'-0" 40° 42- 19" to 36" 10'-6" 6'-0" 5'-0" 420 470 37" to 48" 9'-6" 6'-0" 5'-0" 47° 50- 49" to 80" T-0" 5'-9" 4'-9" 50° 59- 27 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 16 WIDE - SINGLE SECTION These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the I a a 1 a 01 a ❑ ❑I section. -t----r--t--r--t --'': �i Refer to page 15 for footing pad configuration details. SPACING I VARIES �I ; Review the tables that indicate the footing type you are going -}--i---}--.♦SEE ABL -*- to use for main beams and perimeter piers. ■ MAIN BEAM FOOTINGS ❑ PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up, to 10% as long as the average spacing does not exceed the spacing shown. PROCEDURE: Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) V CONFIGURATION AND SPACING 8" 10- 12- B y Pad Footing FOOTING CONFIGURATIONS Main Beam Size Main Beam Size Main Beam Size CD CL v Cd c 1000 .a 31 16" x 16" 8" x 16" 8' 10' 11' a' 10' 1r g oConcrete 8• 10' 12 8' 10• 12' 3000 Concrete Wood LL sR Pad Pad Pad ¢ 20 1000 SINGLE DOUBLE SINGLE 6'-0" 1000 DOUBLE TRIPLE DOUBLE 20 1500 j SINGLE DOUBLE SINGLE 8'-0- 2000 to a000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE SINGLE 8'-0" 200010 4000 SINGLE DOUBLE SINGLE DOUBLE N/A DOUBLE L401000 1500 DOUBLE TRIPLE DOUBLE 2000 to 4000 SINGLE DOUBLE SINGLE PROCEDURE: Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING TIEDOWN STRAP SPACING I. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing !does not exceed the spacing shown. MAXIMUM 8" X 16" X 4" CONCRETE FOOTINGS Z MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) V 8" 10-T12- 8" 10- 12- vDbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. a Main Beam Size Main Beam Size Main Beam Size N 8" 10• 12• 8" 10" 12" 8" 10- 12- 1000 5' 5' 5' T-6" T-6" T-6" 8' 10' 10' 1500 T-6" r-6" T-0" 8' 10' 11' a' 10' 1r 2000 B' 10' 10' 8• 10' 12 8' 10• 12' 3000 8' 10' 1r 9' 10' 1r 8' 10' 1r 4000 8• 10' 17 8' 10' 1 r TIEDOWN STRAP SPACING I. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing !does not exceed the spacing shown. MAXIMUM 16" X 16" X 4" CONCRETE FOOTINGS L U H U n MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size vai 8" 10-T12- 8" 10- 12- 8" 10- 12- 1000 5' 1 5' 1 5' 8' 10' 10• 8' 10' 17 1500 r-6" r-6" r-0" a' 10' 1r a' 10' tr 0 8' 10• 10' 8' 10' 12• 8' 10' 1 r 0 �4000 a' 10' IT 8' 10' IT a' 10' 1 r 4000 -- 8' 10' 17 8' 10' 12 TIEDOWN STRAP SPACING I. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing !does not exceed the spacing shown. MAXIMUM 2 X 12 X 24" WOOD FOOTINGS p H MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing U= 0) Main Beam Size 8' 10" 12" Maln Beam Size 8" 1 10' 12- Main Beam Size 8" 10- 12- 1000 5' 5' S' 8• 8' 10' 17 1500 r 6" r s" rte" 8' 8' l0 1r 2000 8 10 10 6• 8' E0.1 8' 10' 1r 3000 8' 10' 1r a' 8' 10' tr 4000 T-0" 8' 81 10' 12' TIEDOWN STRAP SPACING I. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing !does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (Inches) WIND ZONE Diagonal Strap Angle Min. Max. 8" to 18" 13'-0" 6'-0" 5'-0" 400 420 19" to 36" 10'-6" 6'-0" 5'-0" 420 470 37" to 48" 9'-6" 6'-0" 5'-0" 470 500 49" to 80" T-0" 5'-9" 4'-9" 500 590 28 MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 18 WIDE -SINGLE SECTION 9T�I o� fo H =I 1 VIOL 1 --��-+ - WILLIAM C. FARISH IV SPAM 1 ,APIES SEE TABLE �+s� / P ■ MAIN BEAM FOOTINGS ♦' 20442946R These tables determine the footing pad configuration and footing spacing along the main beams of the section. Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS .41 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) � Roof Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing aC- Live U n o Main Beam Size Main Beam Size Main Beam Size 8" f) 12" 8" 10' 8" 10' 12" 8" 10" 12" 8" 10' 12" �j 2'-6" 3'-6" 20 2'-6" 2'-6" 2'-6" 5' - 5' 5' 8' 8' 8' 1000 30 2' 2' 2' 4'-6" 4'-6" 4'-6" 7' 7' , 7' 3' 40 2' 2' 2' 4' 4' 4' 6' 6' 6' 5'-6" 20 4' 4' 4' 8' 8' 8' 8' 10' 12' 1500 30 3'-6" 3'-6" 3'-6" T r r r 10' 10'-6' 4'-6" 40 3' 3' 3' 6'.6" 6'.6" 6.-6" 8. 9'-6" 9'.6" T-6" 20 5' • 5' 5' 8' 10' 10'-6" 8' 10' 12' 2000 30 4'-6' 4'-6" 4'-6" 8' 9'-6" 9'-6" 8'' 10' 12' 6' 40 4' 4' 1 4' 1 8' '8'-6" 8'-6" 8' 10' 12' r 20 8' 8' 8' 8' 10' 12' 8' - 10' 12' 3000 30' T T T 8' 10' 12' 8' 10' 12' 8' 40 6' 6' 6' 8' 10' 12' 8' 10' 12' 8' 20 -- 8' -- - 8' 10' 12' 8' 10' 12' 4000 30 _ — - 8' 10' 12' 8' 10' 12' 8' 40 _ _ 10' 8' 1 10' 1 12' 1 8' 10' 12' 8" X 16" X 4" CONCRETE FOOTINGS .41 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) a y Roof Live Dbl. Pad Footing Triple. Pad Footing Two Dbl Pad Ftng. 3,5 Load Main Beam Size Main Beam Size Main Beam Size Main Beam Size (psf) 8" 10" 12" 8" 10' 12" 8" 10" 12' 8" 10" 12" 20 2'-6" 2'-6- 2'-6" 3'-6" 3,-6" 3'-6" 5' 5' 5' 1000 30 2' 2' 2' 3' 3' 3' 4'-6' 4'-6' 4'-6" 4'-6' 40 2' 2' 2'' 3' 3' 3' 4' 4' 4' 4' 20 3'-G' 3'-6" 3'-6" 5'-6" 5'-6" s'-6" r-6" r-6" 7-.6-- -6"1500 1500 30 T 3' 3' S' 5' 5' ' 6'-6" 6'-6" 6'-6" 6'-6" 40 3' 3! 3. 4'-6" 4'-6" 4'.6" 6. 6' 6' 6' 20 5' 5' 5' T-6" T-6" 7'-6' 8' 10' 10' 2000 30 4'-6" 4'-6' 4'-6' 6-6' 6'-6" 6'-6" 8' 9' 9' 9' 40 1 4' 4' 4' 6' 1 6' 6' 1 8' 1 8' 8' 1 8' 20 r -s" r -r r-6" r 10' 1'-6" 8' 10' 12' 3000 30 6'-6" 6'-6" 6'-6" 8' 10' 10' 8' 10' 12' 12' 40 6' 6' 6' 8' 9' 9' 8' 10' 12' 12' 20 — — — 8' 10' 12' 8' 10' 12' 4000 30 -- — — 8' 10' 12' 8' 10' 12' 12' 40 __ _ -- 8' 10' 12' 8' 10' 1 12' 16" X 16" X 4" CONCRETE FOOTINGS ?' MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) a= Roof Live Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. 13'-0" Load Main Beam Size Main Beam Size Main Beam Size _p_ (psf) 6-0" 5'-0" 410 pj 37" to 48" 8" 10' 12" 8" 10" 12" 8" 10" 12" 460 20 2'-6" 2'-6' 2'-6" 5' 5' 5' 8' 10' 10' 1000 30 2' 2' 2' 4'-6" 4'-6" 4'-6' 8' 9' 9' 40 1 2' 2' 2' 4' 4' 4' 8' 8' 8' 20 3'-6" 3'-6" 3'-6" r-6" r-6" r-6" 8' 10' 12' 1500 30 3' 3' 3' 6'-6" 6'-6" 6'-6" 8' 10' 12' 40 3' 3' 3' 6' 6' 6' 8' 10' 12' 20 5' 5' 5' 8' 10' 10' 8' 10' 12' 2000 30 4'-6" 4'-6' 4'-6" 8' 9' 9' 8' 10' 12' 40 4' 4' 1 4' 1 8' 8' 1 8' 8' 1 10' 1 12' 20 r-6" r-6" r-6" 8' 10' 12' 8' 10' 12' 3000 30 6'-6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 40 6' 6' 6' 8' 10' 12' 8' 10' 12' 20 _ -- 8' 10' 12' 8' 10' 12' 4000 30 _ - — 8' 10' 12' 8' 10' 12' 40 _ _ _ 8' 1 10' 12' 1 8' 10' 12' TIEDOWN STRAP SPACING PROCEDURE: FOR ALL WIND ZONES 1: Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any Individual strap may exceed the, spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (Inches) WIND ZONE DlagoonaI Strap ( II III Min. Max. 8" to 18" 13'-0" 6-0" 5'-0" 390 460 19" to 36" 9'-6" 6-0" 5'-0" 410 50° 37" to 48" 8'-6" 6'-0" 5'-0" 460 52° 49" to 80" 6'-6" 5'-3" 4'-3" 460 58° 29 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 18 WIDE - SINGLE SECTION These tables determine the footingpad spacing and footing configuration along the main beams and perimeter of the ❑ I ❑ ❑ I ❑ ❑ 1 ❑ ❑ O1 Section. Refer to page 15 for footing pad configuration details. I I I I ti� I I SPACING VARIES Review the tables that indicate the footinga you are going SEETABIE tYP Y 9 9 --+--t----}--�--.,---`'i; to use for main beams and perimeter piers. ■ MAIN BEAM FOOTINGS ❑ PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables. acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. V a CONFIGURATION AND SPACING Main Beam Size v w u FOOTING CONFIGURATIONS 8" 10• 12' 1000 2 n 6'-6. 6'-6'16'-6- r 1500 6,-6'16'-6" 6'.6" r a 16" x 16" Concrete 8" x 16" Concrete 2 x 12 x 24" g c LL v 6 9000 Pad Pad wood Pad 4000 Ir 8' 10' 19, 580 to 20 1000 SINGLE DOUBLE SINGLE 6'-0" 1000 DOUBLE TRIPLE DOUBLE 20 8'-0" 1500 SINGLE DOUBLE SINGLE 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 30 15M SINGLE DOUBLE SINGLE g-0^ 2000 to 4000 SINGLE DOUBLE SINGLE 1000 1 DOUBLE WA DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 8'-0- 2000 to 4000 SINGLE DOUBLE I SINGLE Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables. acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 30 MAXIMUM 8" X 16" X 4" CONCRETE FOOTINGS 03 H MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. V a Main Beam Size Main Beam Size Main Beam Size rR 8• 10' 1 12" 8- 10• 12• 8" 10• 12' 1000 4'-6" 4'-6• 4'-6" 6'-6. 6'-6'16'-6- 8' 9' 9' 1500 6,-6'16'-6" 6'.6" 8' 10' 1r 2000 8' 9' 91 8' 10' 12' 9000 8' 10' 1r B' M018-' to' 1r 4000 -- -- -- 8' 10' 19, PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 30 MAXIMUM 16" X 16" X 4" CONCRETE FOOTINGS a w MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Fmg. U a Main Beam Size Main Beam Size Main Beam Size tR 8" 1 10' 1 12' 8" 10• 12" 8" 10" 12". 1000 4'-6" 4'-6' 4'-6" 8' 9' 9' 8' 10' 12• 1500 6'-6' 6'-6" 6'-6" 8' 10' 17 8' 10' 1r 2000 8' 1 9' 1 9• 8' 10• 12' 8' 10' 1 r 3000 8'10' 17 8' 10' 12' 8' 10' 1 r 4000 8' 10' 17 8• 10' 12 1 8• 10' JZ PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 30 MAXIMUM 2 X 12 X 24" WOOD FOOTINGS ? V H. kMAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Pad Footing Dbl. Pad Footing Triple Pad Footing n Beam Size Main Beam Size Main Beam Size Cn 10' 12" 8• 10" 12" 8" 10• 12" 1000 4'-6" 4'-6' 4'-6- 8' 9'-6• 9'-6" 81 10' 12• 150o r r r e' 10' 12' B' 10' 1r 2000 8'9'-6• 9'-6" 8' to' 12' 8' 10' 17 3000 8' 10' 12' 8' 10' 12' 6' 10' 17 4000 -- -- -- 8' 10' 12' 8• 10' 1 r PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 30 MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (inches) WIND ZONE Diagonal Strap Angle I II III Min. Max. 8" to 18" 13'-0" 6'-0" 5'-0" 390 460 19" to 36" 9'-6" 6'-0" 5'-0" 410 500 37" to 48" 8'-6" 6'-0" 5'-0" 460 520 49" to 80" 6'-6" 5'-3" 4'-3" 46° 580 4 MAIN.BEAM FOOTING SPACING USING PRE -POURED " (UNRbNFORCED)* CONCRETE FOOTINGS SINGLE, DOUBLE, OR TRIPLE SECTIONS -'20 PSF ROOF These tables determine the footing spacing along the main beams of the section(s). 12/13 WIDE 14 WIDE 16/18 WIDE PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM 13c FOOTING SPACING (In Feet) L Main Beam Size v Main Beam Size c`� 4'-6• 4'-6• 4'-6• 1500 8• 10• .12" 1000 4•-0• 4'-6• 4' -6 - Soo T-0" 7-0• 7-0" 2000 8'-0" 9'-6" 97-6" 3000 8•-0• 10'-0" 12'-0• 4000 1 PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING o N °�8 MAXIMUM MAIN BEAM p c FOOTING SPACING (In Feet) nMain 6'-6• 6'-6" 6'-6• 1500 Beam Size 2000 .10• 3000 8- 12" 1000 - T-0• 7-0" 7-0• 1500 8'-0' - 10'-0" 10'-6" 2000 - 8'-0" 10'-0• 12'-0" 3000 8'-0• 10'-0" 12'-0" a000 8.0 10'-0" 12•-0• PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING U MAXIMUM MAIN BEAM - - FOOTING SPACING (In Feet) w CL 8•-0• 10'-0" 12'-0" 2000 Main Beam Size U 8' 1o" 12". 1000 8'-0" 9'-6• 9'-6" 1500 8'-0• 10'-0• 12'-0" 2000 8'-0• 10'-0" 12'-0" 3000. 81-0" 10'-0" 12'-0" a000 8'-0- 10'-0• 12'-0• PRE -POURED UNREINFORCED 32")t 32" X)8" CONCRETE FOOTING 8" 10• 12• MAXIMUM MAIN BEAM cFOOTING SPACING (In Feet) CL 2000 v Main Beam Size 8'-0• 10'-0" 12'-0" 8" 10" 12" 1000 8'-0" • 10'-0" 12'-0" 1500 8'-0• 10'-0" 12'-0" 2000 8'-0". 101-0" 12'-0" 3000• 8'-0" 10'-0• 12'-0" 4000 8'-0" 10'-0" 12'-0" PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING i� MAXIMUM MAIN BEAM 1000 FOOTING SPACING (In Feet) CL 8'-0• 10'-0• 12'-0• v Main Beam Size 3000 8" 10" 12" 1000 8'-0" 10'-0" 12'-0" 00 8'-0" 10'-0• . 12'-0• 00 k 8•-0" 10'-0• 12'-0" 00 8•-0" 10'-0" 12'-0" 00 8'-0" 10'-0" PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) cH 'n Main Beam Size 8• 10• 12• 1000 4'-6• 4'-6• 4'-6• 1500 6'-6" 6'-6' 6•-6" 2000 8'-0• 9'-0" 9'-0: 3000 8'-0• 10'-0" 12'-0• 4000 8•-0• 1 10'-0• 1 12'-0• PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING 8'-0" 10'-0• 11'-0" MAXIMUM MAIN BEAM H FOOTING SPACING (In Feet) o N °�8 Main Beam Size U 8" 10" 12• 1000 6'-6• 6'-6" 6'-6• 1500 8'-0•• 10'-0" 10'-0• 2000 8•-0" 10'-0• 12'-0' 3000 81-0" 10'-0• 12'-0" 4000 8'-0• 10'-0" 12•-0• PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING 8'-0• 10.70• 12•-0" MAXIMUM MAIN BEAM _ c FOOTING SPACING (In Feet) o g.a N Main Beam Size U 8" 10" 12" 1000 8'-0" 91-0• 9'-0" 1500 8•-0• 10'-0" 12'-0" 2000 8'-0" 10'-0• 12'-0• 3000 8'-0• 10'-0" 1 Z'-0" 4000 V-0" 10'-0" 17-0" PRE -POURED UNREINFORCED 32" X 32". X 8" CONCRETE FOOTING 4000 MAXIMUM MAIN BEAM L H FOOTING SPACING (In Feet) ,ti a's Main Beam Size U 8" 10• 12• 1000 8'-0" 10'-0• 10'-6• 1500 8'-0" 101-0• 12'-0" 2000 8'-0" 10'-01 12'-0" 3000 8'-0• 10'-0" 12'-0" 4000 8'-0" 10'-0. 12'-0" PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING 8'-0" 101-0" 12•-01 MAXIMUM MAIN BEAM "u c FOOTING SPACING (In Feet) a b CL Main Beam Size FOOTING SPACING (In Feet) 8" 10" 12" 1000 8'-0" 10'-0• 12'-0" 1500 8'-0• 10'-0• 12'-0• 2000 8'-0" 10'-0" 12•-0• 3000 8'-0• 10'-0" 12•-0• 4000 8'-0• 10'-0" 12'-0• PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) TL Main Beam Size %30W 8• 10" 12" 4'-0" 4'-0• 4'-0" 5'-6" 5'-6" 5'-6• T-6" T-6• T-0" 8'-0" 10'-0• 11'-0" 4000 1 8'-0• 1 10'-0" 11' -0 - PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) c a N CLa Main Beam Size U 8" 10" 12" 1000 6-6" 5•-6" 6-6- 1500 8'-0" 8'-0" 8'-0" 2000 8•-0• 10'-0" 11'-0• 3000 8'-0• 10.70• 12•-0" 4000 8'-0• 1 10'-0• 1 12'-0• PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size r2OOOMAXIMUM 8" 10" 12• T-6" T-6" T-0" 8'-0" 10'-0" 11 8'-0" 10•-0" 12'-0" 8'-0" 10'-0• 12'-0" 4000 8'-0" 10'-0" 12'-0" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM _ a c FOOTING SPACING (In Feet) 05 CL CL Main Beam Size U 8• 10" 12" 1000 8'-0" 9'-6" 7-6" 1500 8'-0" 10'-0" 12'-0• 2000 8•-0• 10'-0" 12'-0" 3000 8'-0" 101-0" 12•-01 4000 8'-0" 10•-0" 12'-0• PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING b MAXIMUM MAIN BEAM - __ .a,- FOOTING SPACING (In Feet) CL,a Main Beam Size U 8" 10" 12• 1000 8'-0" 10'-0• 12'-0" 1500 8'-0• 10'-0" 12'-0• 2000 8'-0" 10'-0" 12'-0" 3000 8•-0• 10'-0" 12'-0• 4000 8•-0• 10-" 12•-0" Pt� ftI9xx1% WILLIAM C. FARISH 31 �� G�412946R a_ MAIN BEAM FOOTING SPACING USING PRE -POURED (UNREINFORCED) CONCRETE FOOTINGS SINGLE, DOUBLE, OR TRIPLE SECTIONS - 30 PSF ROOF These tables determine the footing spacing along the main beams of the section(s). 12/13 WIDE 14 WIDE 16/18 WIDE PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING Z MAXIMUM MAIN BEAM v w FOOTING SPACING (In Feet) oH m a Main Beam Size 8' 10- 12• 1000 4'-0" 4•-0" 4'-0' 1500]6'-0" 6'-0• 6'-0" 1500 8'-6" 8-6" 3000-0• 10'-0• 17-0• 4000 8'-0" 10'-0' 170' PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING Z MAXIMUM MAIN BEAM H FOOTING SPACING (In Feet) C a Main Beam Size Main Beam Size 8" 10" 12" 1000 6'-0" 6'-0" 6'-0" 1500 8'-0" 9'-0" 9'-0" 2000 8 8'-0' 8•-6' 9-6• -10'-0• 12'-0" a000 8'-0" 10'-0• 1 17-0" PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING L MAXIMUM MAIN BEAM _ 0 FOOTING SPACING (In Feet) MAXIMUM MAIN BEAM — o c (nn a Main Beam Size Main Beam Size 8• 10• 12' 1000 8'-0" 8'-0- 8'-0" .1500 8'-0" 10'-0• 17-0• 2000 8'-0" • 10'-0" 4-0- 3000 8'-0" 10'-0" 17-0" 4000 8'-0" 10'-0• 17-0" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING Z MAXIMUM MAIN BEAM - 0 FOOTING SPACING (In Feet) cn n —.� FOOTING SPACING (In Feet) Main Beam Size U 8• 10' 12• 1000 8'-0" 101-0" 10•-6- 1500 8'-0" 10'-0" 12'-0- 2000 8'-0" 10'-0- 12'-0- 3000 81-0" 10'-0" 17-0" 4000 8'-0• 101-0' 1 17 -0 - PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING Z MAXIMUM MAIN BEAM OC— FOOTING SPACING (in Feet) N —_ a c a Main Beam Size 8'-0" 10'-0" 111-0". 8" 10" 12" 1000 8'-0- 10'-0" 12'-0" 1500 8'-0" 10'-0- 17-0• 2000 8'-0• 10'-0" 12'-0" 3000 8'-0• 1 10'-0• 12'-0" 4000 8'-0' 1 10'-0• 12'-0" PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM v w FOOTING SPACING (In Feet) 2L W CL Main Beam Size Main Beam Size 1000 8" 10• 12" 1000 4'-0" 4'-0" 4'0• 1500 6'-0• 6'-0" 6' 2- . 2000 8'-0- 8'-0' B'-0• 3000 8'-0" 10'-0' 170' 4000 8'-0" 10'-0" 17-0" PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING y MAXIMUM MAIN BEAM N FOOTING SPACING (In Feet) CL Main Beam Size Main Beam Size 1000 8" 10" 12" 1000 .6•6" 5'-6" 5'-6" 1500 8'-0' 8•-6' 9-6• 2000 8'-0" 10'-0" 11'-6- 3000 8'-0" 10'-0" 17-0" 4000 8'-0• 1 10'-0' 1 17-0' PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING _ u c MAXIMUM MAIN BEAM — o c FOOTING SPACING (In Feet) CL Main Beam Size U Main Beam Size 1000 8" 10" 12" 1000 7-6" 7-6" 7-0" 1500 8'-0" 10'-0" 11'-6• 2000 8'-0", 10'-0• 17-0• 3000 8'-0" 10'-0" 17-0• a000 8'-0" 10'-0" 17-0• PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM —.� FOOTING SPACING (In Feet) � a S. 10" 17' 1000 Main Beam Size U 8• 10" 12' 1000 8'-0" 10'-0" 10'-0" 1500 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0• •17-0" 3000 8'-0' 10'-0• 12'-0" 4000 8•-0" 10'-0" 17-0• PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING C) (n a's MAXIMUM MAIN BEAM —_ a c FOOTING SPACING (In Feet) 1000 8'-0" 10'-0" 111-0". Ua Main Beam Size 2000 8• 10• 12• 1000 81-0• 10'-0" 12'-0" 1500 81-0" 10'-0" 17-0- 2000 8'-0" 10'-0" 17-0" 30-0• 00 8• 10'-0• 17-0" 4000 8'-0- 101-0- 17-0• 32 PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM v w FOOTING SPACING (In Feet) o g Main Beam Size 8' 10" 12" 1000 3'-0• T -O" T-0' 1500 5'-0" 5%0' 5'-0" 2000 6'-6• 6'-0"' 6'-0• 3000 8'-0" 10'-0" 10'-0• 4000 8'-0" 10'-0• 10'-6' PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM _ FOOTING SPACING (In Feet) N n Main Beam Size 8" 10" 12" 1000 4'-6" 4'-6' 4'-6- .1500 T-0• T-0• 7-0' 2000 8'-0" 9'-6• 9'-6• 3000 81-0• 10'-0" 17-0• a000 8'-0" 10'-0". 17-0• PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING 9, MAXIMUM MAIN BEAM _ u c FOOTING SPACING (In Feet) ) Main Beam Size U 8" 10- 12" 1000 6'f• 6'-6" 6'-6" ^ 1500 81-0• 10'-0" 10'-0" 2000 8'-0" 10'-0" 17-0- 3000 8'-0" 101-0" 17-0• 4000 8'-0" 10'-0" 17-0" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) O M N rn a Main Beam Size S. 10" 17' 1000 8'-0" 8•-6• 8'-6• 1500 8'-0" 10'-0" 17-0" 2000 '8'-0' 10'-0" 17-0" 3000 8'-0- 10'-0• 17-0" a000 8'-0• 10'-0" 17-0• PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM y FOOTING SPACING (in Feet) C) (n a's Main Beam Size 8' 10" 12' 1000 8'-0" 10'-0" 111-0". 1500 8'-0" 10'-0" 17-0" 2000 10'-0" . 17-0' 3000 %0. 8'-0' 10'-0" 17-0• 4000 8'-0- 10'-0" 17-0" I t4wr.4 9�' �oa~t-� �o tgwM WILLIAM C. FARISH IV EISS1*tEA U'111jr NOZ42946R i • .f! .i..:-♦:,:f#1✓sX„ 1f�,,,j en:;L Y.��,'�f i'r�.� MAIN BEAM FOOTING" SPACING USING PRE -POURED (UNREINFORCED) CONCRETE FOOTINGS SINGLE; DOUBLE, OR TRIPLE SECTIONS -'40 PSF ROOF These tables determine the footing spacing along the main beams of the section(s). 12/13 WIDE 14 WIDE 16/18 WIDE PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) a V Main Beam Size 8 Main Beam Size 8• 1 10• 12- 1000 3'-6" T-6" T-6" 1500 5'-6" 5'-6• 5'-6" 2000 T-6• T-6• T-6" 3000 8'-0" 10'-0• 11'-0" 4000 B'-0• 10'-0' PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING L MAXIMUM MAIN BEAM MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) n Main Beam Size Eiowo Main Beam Size U 8• 10• 12" 1000 5'-6• 5'-6• 5'-6• 1500 8'-0• 8'-0• 8'-0" 2000 8'-0• 10'-0• 11'-0" 3000 8'-0• 101-0" 12'-0" 4000 8'-0- 10'-0• 12'-0" ' PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING Z MAXIMUM MAIN BEAM o H rn C n FOOTING SPACING (In Feet) n 8" 10" 12" v Main Beam Size 1500 8• 10• 12" 1000 T-6" T-6" T-6" 1500 8'-0• 10'-0• 11'-0" 2000 8'-0" 10'-0•.. 12'-0" 3000 8'-0• 10'-0" 12'-0" 4000 8'-0• 10'-0• 12'-0" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING o H A a MAXIMUM MAIN BEAM C, FOOTING SPACING (in Feet) n 8'-0" 9'-0" 9'-0• 1500 Main Beam Size 2000 8"1 10• 12" 1000 8'-0• 9'-6" 9'-6• 1500 8'-0" 10'-0• 12'-0" 2000 8'-0" 10'-0" 12'-0- 3000 8'-0" 10'-0• 12'-0" 4000 8'-0" 10'-0" 12'-0• PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING L MAXIMUM MAIN BEAM V FOOTING SPACING (In Feet) `°a a Main Beam Size v 8'-0• 10'-0• 12'-0• 2000 8" 10-, 12" 1000. 8'-0• 10'-0" 12'-0" 15008'-0" 10'-0• 12'-0" 2000 8'-0• 10'-0" 12'-0• 3000 8'-0" 10'-0• 12'-0" 4000 .8'-0• 10'-0" 12'-0" PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING X 6" CONCRETE FOOTING MAIN BEAM MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) FOOTING SPACING (In Feet) a v Maln Beam Size Main Beam Size 10• 1r FillMAXIMUM T-0" 3'-0• T-0" T-0" T-0" . T-0- 5'-0• 5'-0" 5'-0" 4'-6" 4'-6" 4'-6" 6'-6" 6'•6• 6'-6- 6'-0" 6'-0• 6'-0" 8'-0" 10'-0• 10'f- 8'-0" 9'-0" 9'-0" 8--0• 10-" 11'-0" . PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING 24" X 24" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) FOOTING SPACING (In Feet) Main Beam Size Eiowo 8"10" 1r 8" 10• 12- r1000 5'-0" 5'-0• 5'-0' 4'-0" 4'-0• 4'-0" 7-6" T-6" T-0" 2000 8'-0" 10'-0" 10'-0- 3000 8'-0" 10'-0• 12'-0" 4000 8'-0" 10'-0- 17-0" PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING 28" X 28" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) o H rn C n Main Beam Size V 8" 10" 12" 1000 T-0" 7-0' T-0" 1500 8'-0" 10'-0" 10'-6" 2000 8'-0" 10'-0" 17-0" 3000 8'-0" 10'-0• 12'-0" 4000 8'-0" 10'-0" 17-0" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING 32" X 32" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM MAIN BEAM FOOTING SPACING (In Feet) o H A a Main Beam Size U 8" 10" 12" 1000 8'-0" 9'-0" 9'-0• 1500 8'-0• 10'-0" 12'-0- 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 4000 8'-0" 10'-0• PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING 36" X 36" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM • _ FOOTING SPACING (In Feet) y a ii Main Beam Size Main Beam Size V 8" 10" 12" 1000 .8'-0• 10'-0" 11'-6" 1500 8'-0• 10'-0• 12'-0• 2000 8'-0" 10'-0• 17-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0". 12' -0 - t. 5 33 PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) a v Maln Beam Size 8• 10" 12" 1000 T-0" T-0" . T-0- 1500 4'-6" 4'-6" 4'-6" 2000 6'-0" 6'-0• 6'-0" 3000 8'-0" 9'-0" 9'-0" 4000 8'-0" 9-01 9'-0- PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM •a FOOTING SPACING (In Feet) C S Main Beam Size U 8" 10• 12- r1000 1000 4'-0" 4'-0• 4'-0" 1500 6'-6" 6'-6" 6'-6" 2000 8'-0" 8'-6" 8'-6" 8'-0" 10'-0" 17-0" r00 0 8'-0• 10'-0" 17-0- PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size r2OOO 8"10" 1r 6'-0" 6'-0" 8'-0" 9'-0' 8'-0" 10'-0" 3000 8'-0" 10'-0" 4000 8'-0" 10'-0' PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING MAIN BEAM FOOTING SPACING(In Feet) Main Beam Size r15OOMAXIMUM 8" 10" 12" T-6" T-6" T-6" 8'-0" 10'-0• 11'f- 2000 8'-0• 10'-0" 17-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 17-0• PRE -POURED UNREINFORCED' 36" X 36" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) ii Main Beam Size U 8" 10" 12" , 1000 8'-0" 10'-0" 9'-0" 1500 8'-0" 10'-0" 11'-6" 2000 8'-0" 10'-0" 11'-0" 3000 8'-0- 10'-0" ` 11'-6" 4000 8'-0" 10'-0" 11'-6" TRIPLE SECTION WITH TRANSVERSE ROOF FOOTING CONFIGURATIONS AT MAIN BEAM AND SUPPORT POSTS SECTION "A" --- ----- ---- ----- ----- ---- ---- SECTION "B"; ',--- ------ -----4------ 4------- ------ A ---------' ' SEE FLOOR PLAN FOR MIN. PIER i SECTION "C" i LOAD CAPACITY UNDER SUPPORT POSTS. PROCEDURE ■ Main beam footing configurations and piers can bathe same type, configuration and spacing as determined for the main beams for the main sections of the home. • For footing configurations under the piers at each end of the main beams see the tables below. Use the same soil capacity column as used for the main unit beam footings. ® SUPPORT POST LOCATIONS ■ MAIN BEAM FOOTINGS • FOOTING AT EACH END OF MAIN BEAMS WILLIAM C. FARISH IV EOGW M / P �r \ 00442946R ® Review the first column in the table on the floor plan entitled 'Minimum Pier Loads (lbs.)', for the minimum loads for the support posts. Using the same soil capacity column chosen for the main unit beam footings, select a footing and footing configuration that meets or exceeds the minimum loads from the table on the floor plan for each support post. See page 15 for footing configuration selection. MINIMUM FOOTING CONFIGURATIONS UNDER PIERS AT EACH END OF MAIN BEAMS 12 WIDE TRIPLE SECTION 16" x 16" x 4" Concrete Footings 8" x 16" x 4" Concrete Footings 2 x 12 x 24" Wood Footings Soil Section Length Roof Live Load .Soil Section Length Roof Live Load Soil Section Length Roof Live Load Capacity Mart Max. (psf) Capacity Maio Max. (psf) Capacity Max Max. (psf) (psf) (ft) (psf) (ft) (psf) (ft.) 20 30 40 20 30 40 20 30 40 1000 36 Quad Quad Quad 1000 30 2 Triple 2 Triple 2 Triple 1000 22 Double Triple Triple 30 Double Double Double 36 2 Triple 2 Triple WA 36 Triple Triple Triple 1500 36 Double Double Quad 22 Triple 2 Double 2 Double 1500 36 Double Double Double 2000 36 Double Double Double 1500 30 2 Double 2 Double 2 Double 22 Single Double Double 30 Single Single Single 36 2 Double 2 Double 2 Triple 2000 36 Double Double Double 3000 36 Single Single Double 2000 30 Triple Triple Triple 3000 36 Single Single Single 4000 36 Double Double Double 36 Triple Triple 2 Double 4000 36 Double Double Double 3000 30 Double Double Double 36 Double Double Triple 4000 36 Double I Double Double 13 OR 14 WIDE TRIPLE SECTION 16" x 16" x 4" Concrete Footings 8" x 16" x 4" Concrete Footings 2 x 12 x 24" Wood Footings Soil Section Length Roof Live Load Soil Section Length Roof Live Load Soil Section Roof Live Load Ca acit p y Max. Max. (psf) (p ) Capacity Max Max. (psf) (p ) Capacity Length Max. Max (psf) (psf) (ft-) (psf) (ft.) (psf) (ft.) 20 30 40 20 30 40 20 30 40 1000 36 Quad Quad Quad 26 2 Triple 2 Triple WA 26 Triple Triple Triple 1000 1 36 2Triple WA WA 1000 36 Triple Triple N/A 26 Double Double Quad 1500 1500 26 36 2 Double 2 Double 2 Double 2 Triple 2 Triple 2 Triple 1500 26 36 Double Double Double Double Double Triple 36 Double Quad Quad 2000 36 Double Double Double 3000 26 Single Single Double 2000 26 Triple Triple 2 Double 2000 36 Double Double Double 3000 26 36 Single Single Single Single Single Double 36 Single Double Double 36 Triple Double 2 Double 4000 36 Double Double Double 3000 26 36 Double Double Double Triple Triple Triple 4000 36 Double Double Double 4000 1 36 Double Double Double 34 MULTI WIDE SECTIONS MIN. i RIDGE BEAM SUPPORT POST PIER LOADS PIER LOAD CAPACITY MATING LINE FOOTING CONFIGURATIONS (1-) .� a' 3700 1 ' ' ' ' 1 NOTE i--r------t------y------r------r-----1------„�-� 1 A B SECTION "A" The footing capacity table on this A 5,200 -r page Indicate the maximum load that 5500 2 B '---}----- ----------------------�------- can be placed on the various footing ®: A 10,600 configurations. The minimum loads 6100 3 e ------ ---- ----- ----- --- ----- - for the ride beam support posts 16,000 4000 7300 ' SECTION "B"; ;;� have been established for each post 4 a' on the model floor plan attached to �- �-- 4- 4-- �--- '�----''--J ---, ----- ---- , -----, -----, -- - the flap In the back of this manual. 16"x 16"x 4" CONCRETE PAD B 5 A 4300 P9______+_` ' i SEE FLOOR PLAN FOR MIN. i i `l PIER LOAD CAPACITY SECTION "C" i UNDER RIDGE BEAM .� a' SUPPORT POSTS L I SEE FLOOR PLAN FOR MIN PIER LOAD CAPACITY UNDER ® SUPPORT POST SIDEWALLS FOR TRIPLE LOCATIONS SECTION UNITS IF REQUIRED PROCEDURE . 1. The location of the ridge beam support posts are designated by yellow labels along the mating line of the floor, and on the floor plan ba square symbol containing a number, for example 10 . Post Nr0 or 1❑ is always the first support post at the front or tow bar end of the section. 2. Review the first column in the table on the floor plan entitled 'Minimum Pier Loads (lbs.)', for the minimum loads for each pair of support posts. 3. Using the same soil capacity column chosen for the main beam piers, select a footing and footing configuration that meets or exceeds the minimum loads from the table on the floor plan for each mating line pier. 4. The type of pier and footing selected under the support posts, are to meet or exceed the minimum loads established for each mating line pier. NOTE 5. For third section with transverse roof design see Page 34 for main beam and support post pfering requirements. NOTE Due to the various loads required by each pair of support posts, footing configurations will most likely be different from post to post. See Example 1 and Example 2 below. EXAMPLE 1 Post2❑ has a minimum pier load of 3,200 lbs. Using 1000 lbs. soil capacity and 16" x 16" x 4" concrete pads, a double 16" x 16" x 4" footing is required under a single block pier at post location Q . 21 SUPPORT POST DESIGNATED SINGLE BLOCK PER ONLY ONE HOME SECTION SHOWN FOR CLARITY CONCLUSION: I'll, This footing configuration can carry a maximum of 3500 lbs. B EXAMPLE OF MINIMUM SUPPORT POST LOADS FOUND ON FLOOR PLAN I FOOTING CAPACITIES 8"x 16"x 4" CONCRETE PAD Soil Capacity (PSF) DOUBLE PAD TRIPLE PAD 2 DOUBLE 2 TRIPLE PADS PADS 1000 1 700 2,600 3,400 5,200 1500 2 600 4,000 5,200 8 000 2000 3 500 5,300 7,200 10,600 3000 5,200 8 000 10,400 16,000 4000 - 110,600 1 14.400 21.200_ 16"x 16"x 4" CONCRETE PAD Soil Capacity (PSF) SINGLE PAD DOUBLE PAD DOUBLE PADS QUAD PADS 1000 1 700 3 500 [71000 7 000 1500 2 600 5 300 0600 10 600 2000 3 500 7000 4 200 14 200 3000 5,200 10,600 21,200 21,200 4000 - 114,000 1 28,400 128,400 2 x 12 x 24" WOOD Soil Capacity (PSF) SINGLE PAD DOUBLE PADS TRIPLE PADS 1000 2,000 4,000 6 000 1500 3,000 6,000 9 000 2000 4,000 8,000 12,000 3000 6 000 12,000 18 000 4000 16 000 24 000 EXAMPLE 2 Post 02 has a minimum pier load of 6,100 lbs. Using 1500 lbs. soil capacity and 8" x 16" x 4" concrete pads, two(2) triple pad footings are required with double block pier at post location 0 . SUPPORT POST?' DESIGNATED ONLY ONE HOME .�: SECTION SHOWN FOR CLARITY DOUBLE BLOCK PIER 2 TRIPLE 8" X 16" X 4" PAD FOOTINGS DOUBLE 16" X 16"X 4" PAD FOOTING 0-1 CONCLUSION: This footing configuration can carry maximum of 8000 lbs. MATING LINE SUPPORT POST PIERS USING CONCRETE BLOCK WOOD �� •( WEDGES �� ' I' ��`f�' _. ,�^ �':y � - �� MATING ' ` ' LINE CAP BLOCK DOUBLE BLOCK PIER IF REQUIRED �.l r; `�55 Pier may be set back a maximum of 12" from end of home. PIER AT END WALL ONLY ONE HOME SECTION SHOWN SUPPORT SUPPORT FOR CLARITY POST CZE POST L`C) WOOD '�� til( i I WEDGES ;i%''�� lys'%I CAP BLOCK rz` i1 Z ZZ SINGLE BLOCK WOOD WEDGES z`'` zY" DOUBLE BLOCK PIER(S) AT SUPPORT POSTS (WITHOUT LABELED G -STRAP) CAP BLOCK WEDGES �. BLOCK I I`, `Y' ' 1 SECOND PIER IF REQUIRED PIER(S) AT SUPPORT POSTS (WITH LABELED G -STRAP) MATING LINE SUPPORT POST PIERS USING COMMERCIAL METAL PIERS ONLY ONE HOME SUPPORT SECTION SHOWN SUPPORT S POST L`Zj ONLY ONE HOME POSTG FOR CLARITY SECTION SHOWN CHAFING �; i - `� FOR CLARITY 1 i (�' 'S� LABELED �.:' Pier may be set back a maximum of 12" from end of home. PIER AT END WALL SECOND PIER IF REQUIRED A- ,ZZ5;55;, 1g- MAX `W PIER(S) AT SUPPORT POSTS (WITHOUT LABELED G -STRAP) TIEDOWN OF LABELED G -STRAPS AT SUPPORT POST LOCATIONS 36 g• � I ONLY ONE HOME MAX y MAX,, SECTION SHOWN SUPPORT. POST IL 1�r y FOR CLARITY 1 SS .. LABELED G- STRAP(S) WOOD WEDGES �. BLOCK I I`, `Y' ' 1 SECOND PIER IF REQUIRED PIER(S) AT SUPPORT POSTS (WITH LABELED G -STRAP) MATING LINE SUPPORT POST PIERS USING COMMERCIAL METAL PIERS ONLY ONE HOME SUPPORT SECTION SHOWN SUPPORT S POST L`Zj ONLY ONE HOME POSTG FOR CLARITY SECTION SHOWN CHAFING �; i - `� FOR CLARITY 1 i (�' 'S� LABELED �.:' Pier may be set back a maximum of 12" from end of home. PIER AT END WALL SECOND PIER IF REQUIRED A- ,ZZ5;55;, 1g- MAX `W PIER(S) AT SUPPORT POSTS (WITHOUT LABELED G -STRAP) TIEDOWN OF LABELED G -STRAPS AT SUPPORT POST LOCATIONS 36 g• � I : �: G -STRAP MAX y MAX,, ��• SECOND PIER IF REQUIRED :ii.Jl ..MAX PIER(S) AT SUPPORT POSTS (WITH LABELED G -STRAP) PWII&wM, WILLIAM©C. FAR}ISSHH A\. 1 um" �/ /, LABELED G-2 STRAPS STRAPS MUST BE FASTENED TO INDIVIDUAL ANCHORS LABELED G-2 STRAPS rwtullw M, WILLIAM C. FARISH I eta I Al k- NOD42946R PAI PORCH OPENING(S) MAY BE AT VARIOUS LOCATIONS. PORCH LOCATION MAY BE ON ONE OR MORE SECTIONS OF HOME. FOOTINGS AND PIERS UNDER THE MAIN — BEAMS OF THE PORCH SHALL BE THE SAME TYPE, CONFIGURATION AND SPACING AS DETERMINED FOR THE MAIN BEAMS OF THE MAIN SECTION(S) OF THE HOME. PORCHES W SEC' PERIMETER FOOTING AND P,", BE LOCATED AT EACH PORCH POST LOCATION. SEE PROCEDURE TO DETERMINE FOOTING CONFIGURATION. FRONT VIEW SIDE VIEW CAUTION Area under porch should not be graded or enclosed by a foundation or skirting that prevents' water from draining away from the home. Foundation or skirting shall follow the exterior wall of the main section(s). NOTE: When a section of a multi section home Is only a porch, main beam and perimeter footings and piers are determined as outlined on this page. Porch posts supported by front or rear full width metal frame crossmember do not require piers. 1. Length of porch can be subtracted from length of main section when determining longitudinal tiedown strap requirements. 2. See page 48 to `see if longitudinal strap requirements apply. 3. Porch may be part of single section home. PERIMETER FOOTING CONFIGURATION BASED ON PORCH POST SPACING - MAX. 14 WIDE SECTION v L FOOTING CONFIGURATIONS � a CL a° z ii L CD 16" 16" 6" x 16" o_ o � Concrete Concrete p, a y Pad Pad wood Pad cc 1000UP SINGLE DOUBLE SINGLE 20.30 SINGLE DOUBLE SINGLE PO 2000 to 1500 TO SINGLE DOUBLE SINGLE 8 40 4--0- 2000 to SINGLE DOUBLE SINGLE 1000 4000 DOUBLE TRIPLE DOUBLE 1500 SINGLE 1000 SINGLE SINGLE DOUBLE SINGLE 15oo SINGLE DOUBLE SINGLE 20 MAX 2000 to SINGLE DOUBLE SINGLE 4000 OVER DOUBLE N/A DOUBLE 1500 1000 DOUBLE TRIPLE SINGLE 2000 to i5W SINGLE DOUBLE SINGLE 30 TO 4000 6-0" 2000 to 4000 MAX SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 1500 SINGLE DOUBLE SINGLE 40 2000to 40C SINGLE DOUBLE SINGLE PERIMETER FOOTINGS UNDER PORCH POSTS PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Determine the spacing of the porch posts. 4. Following that line across the table determines type of footing configuration. PERIMETER FOOTING CONFIGURATION BASED ON PORCH POST SPACING - MAX. 14 WIDE SECTION (cont'd.) v 2^ FOOTING CONFIGURATIONS N 4).s CL O d > CoQ v"'a 6"z16"2x12x24" 7P.d Concrete88 a Pad wood Pad cc 1000 DOUBLE TRIPLE . DOUBLE 1500 SINGLE DOUBLE SINGLE PO 2000 to SINGLE DOUBLE SINGLE 4000 1000 6VE0R DOUBLE TRIPLE DOUBLE 1500 SINGLE DOUBLE SINGLE 30 TO 8'-0" 2000 to SINGLE DOUBLE SINGLE MAX 4000 1000 DOUBLE N/A DOUBLE 1500 DOUBLE TRIPLE DOUBLE 40 2000 to SINGLE FDOUBLE SINGLE 4000 37 DECKS DECK OPENING(S) MAY BE AT VARIOUS LOCATIONS. DECK LOCATION MAY BE ON ONE OR MORE SECTIONS OF HOME. FRONT VIEW _LAIN BEAMS OF THE DECK SHALL BE THE SAME TYPE, CONFIGURATION AND SPACING AS DETERMINED FOR THE MAIN BEAMS OF THE MAIN SECTION(S) OF THE HOME. SIDE VIEW NOTE: Deck area should not be enclosed by a foundation or skirting that prevents water from draining away from the home. Foundation or skirting shall follow the exterior wall of the main section(s). 1. Length of deck can be subtracted from length of 2. See page 48 to see if longitudinal strap requirements main section when determining longitudinal tiedown apply. strap requirements. 3. Deck may be part of single section home. KVI SECTION 4 INSTALLATION PROCEDURES PAGE POSITIONING AND LEVELING SINGLE OR FIRST SECTION............................................................ 41 USINGA WATER LEVEL.................................................................. 42 INTERIOR LEVELING........................................................................ 42 POSITIONING AND LEVELING SECOND SECTION........................................................................... 43 FLOOR CONNECTIONS.................................................................... 44 INTERIOR SUPPORT POST FASTENING ...................................... 44 SHINGLE ROOF CONNECTION END WALL CONNECTION................................................................ 45 GROUND ANCHORS . 46 l TIEDOWNSTRAPS........................................................................... 47 SUPPLEMENTAL TIEDOWN STRAPS ......................................:...... 48 LONGITUDINAL TIEDOWN STRAPS ............................................... 48 MAIN BEAM TIEDOWN STRAP INSTALLATION................................................................................. 49 HOT AND COLD PLUMBING CROSSOVER CONNECTIONS..............................................................................:.. 50 DRAIN PIPE CROSSOVER CONNECTION.................................................................................... 50 GAS CROSSOVER CONNECTION ........................................:.......... 50 HEAT DUCT CROSSOVER CONNECTION ...................................!.. 51 ELECTRICAL CROSSOVER CONNECTION .................................... 52 CONTINUOUS ELECTRICAL GROUND CONNECTION.................................................................. 52 INSTALLATION OF SITE INSTALLED DRAIN WASTE SYSTEM............................................................I.....:. 53 DRAIN PIPING SUPPORTS.....................:........................................ 54 BOTTOM BOARD REPAIR.:.............................................................. 55 UNFINISHED GYPSUM BOARD ....................................................... 55 MULTI WIDE EXTERIOR CLOSE UP ................................................ 55 MULTI WIDE INTERIOR CLOSE UP ................................................. 55 39 POSITIONING AND LEVELING OF THE SECTION(S) WITH THE SITE PREPARATION COMPLETE, FOOTING AND PIER TYPES SELECTED YOU CAN NOW START THE INITIAL INSTALLATION OF THE HOME. WARNING THE HOME'S STRUCTURE WEIGHS SEVERAL TONS! ADEQUATE SUPPORT BLOCKING MUST BE USED TO SAFEGUARD PERSONNEL AND THE STRUCTURE DURING ALL INSTALLATION PROCEDURES. PERSONNEL SHOULD NOT BE PERMITTED TO WORK UNDER THE HOME WHERE THEY MIGHT BE INJURED IF THE HOME ACCIDENTALLY SLIPS DURING THE INSTALLATION PROCESS. DURING LEVELING CARE MUST BE TAKEN TO AVOID DISTORTING THE HOME. EXCESSIVE AND/OR NONUNIFORM JACKING DURING THE LEVELING PROCESS WILL CAUSE THE HOME'TO BE RACKED AND TWISTED. THIS MAY RESULT IN DAMAGE TO THE HOME. WARNING USE JACKING PLATES WHEN JACKING THE FRAME MAIN BEAM TO AID IN PREVENTING THE HOME FROM SLIPPING OFF THE JACK. THIS PROCEDURE WILL ALSO AVOID DAMAGE TO THE BEAM AND VOIDING OF THE WARRANTY. OTHER EQUIVALENT MEANS MAY BE USED TO PREVENT THE HOME FROM SLIPPING OFF THE JACK AND TO ADEQUATELY DISTRIBUTE THE CONCENTRATED LOAD OF THE JACK HEAD TO THE FRAME MEMBERS. SEE DETAIL FOR RECOMMENDED JACKING PLATE ASSEMBLY. ' MAIN BEAM 1/8" JACKING PLATE MADE FROM 3/16"X4"X18"MIN. C -CHANNEL. (SUGGESTED SIZE: C4 X 5.4 LBS/FT) 1 I 1/4" X 1 1/2"X 18" MIN. PLATE 1/8" ROUND PIPE (WITH 1/8" MAX. CLEARANCE FOR JACKING HEAD) X 1"APPROXIMATE DEPTH. MAIN BEAM JACKING PLATE ASSEMBLY THIS ASSEMBLY IS NOT PROVIDED BY HOME MANUFACTURER On multi section homes remove all the plastic covering and all shipping braces from the open side of the first section. (You may elect at this time to remove all the plastic covering and braces from the other section or sections.) MOVE THE SINGLE SECTION OR THE FIRST SECTION OF THE HOME INTO ITS DESIRED FINAL POSITION. LEVELING Using the tow bar jack, raise the tow bar to a height slightly higher than the intended height of the footings and piers. Block under the tow bar with 2 x 4's, 2 x 6's or 2 x 12 footings or attach tow bar to truck/tractor to prevent the section from falling if the jack fails. (Raise higher with hydraulic jack If additional height is required.) RAISE TOW BAR WITH JACK TOW BAR - SUPPORTWITH2X4,2X6 - BLOCKS OR 2 X 12 FOOTINGS ACROSS TOW BAR FRAME OR SUPPORT WITH TRUCK/TRACTOR CONNECTED TO TOW BAR MAIN BEAM Place minimum 12 ton rated hydraulic jacks in front of and AXLE ASSEMBLY behind the axle assembly under both main beams. Make sure these jacks have jacking plates under the bottom main beam flanges and have a firm base under the jacks before raising the remainder of the section slightly higher than the intended height of the footings and piers. Operate all jacks simultaneously prevent n i the main to eve t excess ve stress on t beams. NOTE JACK SUPPORT BLOCK JACKING PLATE JACK In order to level the section, it Is recommended that a water level method be used to ensure all pier supports are at the same height before lowering the section to Its final supported position. SEE THE FOLLOWING PAGE FOR THE PROCEDURE ON USING A WATER LEVEL. f 41' -'- POSITIONING AND LEVELING OF THE SECTION(S) (cont'd.) PROCEDURE ON USING A WATER LEVEL 1. Position water container adjacent to the section that WIRE OR STRAP TO HOLD Permits length of plastic tubing and valve to reach all pier VALVE ABOVE WATER LINE. ocations. 2. Lay out plastic tubing, away from traffic areas, checking to make sure it is not compressed or kinked. Make sure installation materials are not placed on tubing. 3. Fill container with colored water. 4. Hold the valve below the level of the water container, open the valve to bleed out any air. Close valve. 5. Locate the tubing adjacent to a pier that is set to the desired final height of the home. Position the valve above the pier and open the valve. Move the water container up or down to where the water level in the tubing is at the desired final height of the pier. Maintain the water container at that position. Close valve. 6. Move tubing to the next pier. Locate the valve above the pier and open the valve. Set the pier height to the level of the water In the tubing. Close the valve. Repeat this step until all piers are at the same level. 7. Lower section onto piers. INGLE OR MULTI -SECTION INTERIOR LEVELING PROCEDURE: Using a minimum 4 foot long spirit level, check'each' room for level and plumb as shown. OCheck level of floor from front to rear direction. OCheck level of floor across the section width. O Check plumb of sidewall. ORaise section and adjust pier wedges in all areas not level or plumb. OAfter leveling is complete check all windows, interior and exterior doors to make sure they operate freely without binding. 42 WATER LEVEL. VALVE WATER WATER CONTAINER LINE MAIN BEAM PIER. CONCRETE BLOCK SHOWN (TYPICAL) PLASTIC TUBING WATER LEVEL APPLICATION FOLD OVER TO DOUBLE THICKNESS ON ONE SECTION ONLY. FASTEN TO MATING LINE SURFACE WITH NAILS OR STAPLES TO HOLD IN PLACE MATING LINE SURFACE SILL SEALER INSTALLATION OOn mufti -sections install strips of carpet Pad or sill sealer (provided) around the ceiling (at the ceiling panel location), endwalls and floor mating line. Fasten pad or sill sealer with staples or nails to hold in place. See detail on Page 45 for alternate methods for end walls. CAUTION SPECIAL CARE MUST BE TAKEN TO ENSURE THAT THIS MATING LINE JOINT IS TIGHT TO RESIST AIR INFILTRATION AND MINIMIZE CONDENSATION POSITIONING AND LEVELING OF THE SECTIONS (cont'd.) CONTINUE AS FOLLOWS FOR POSITIONING AND LEVELING THE NEXT SECTION FOR A MULTI -WIDE HOME ` NOTE BEFORE MOVING THE SECOND SECTION INTO POSITION, IT MAY BE HELPFUL TO LEVEL THE GROUND WHERE THE INSIDE WHEELS (NEXT TO THE MATING LINE) WILL REST TO HELP IN SLIDING THE SECTIONS TOGETHER. WHEN COMPLETE MOVE THE SECOND SECTION ALONG SIDE THE FIRST SECTION. PROCEDURE D 1. Draw the two sections together using winches (come-alongs), rollers or skid boards. 2. With the two sections together, but with no fasteners installed, check the alignment of the end walls, interior walls, ceiling and floor. H splice locations are in the ceiling panels, they are one good indication of roof position. The splices should run straight from one section to the other when the sections are correctly positioned. 3. Position the second section to bring the floor seams flush, keeping the roof slightly apart and the end walls aligned at the floor. At this time, place piers only under the inside main beam. Fasten the floor together with lag screws per the details on page 44. 4. Close the gap in the ceiling by raising the outside main beam using three hydraulic jacks, one placed behind the axles, one in front of the axles and the third approximately half way between the front of the axles and front tow bar. ' Additional jacks may be required along the sidewall to aid in closing up the ceiling gap. 5. Complete the piering under the outside main beam. Fasten the roofs together per the details on page 45. NOTE IT IS IMPORTANT TO HAVE THE CEILING PANELS FROM EACH SECTION FLUSH AT THE MATING LINE BEFORE THE ROOF IS TOTALLY FASTENED. IF THEY ARE NOT FLUSH ONE PERSON SHOULD WORK . INSIDE TO RAISE THE LOW SIDE, AS REQUIRED, BY JACKING UNDER A WOOD POST OR SECTION OF STEEL PIPE WITH A WOOD OR METAL PAD AT THE TOP. PLACE THE BASE OF THE JACK ACROSS THE FLOOR MATING LINE TO DISTRIBUTE THE LOADS TO BOTH SECTIONS. JACK AGAINST THE CEILING ONLY IN AREAS TO BE COVERED LATER WITH TRIM MOLDING. SEE DETAIL. NOTE 11 PAD ON CEILING SECTION TO BE RAISED BASE OVER BOTH FLOORS AT MATING LINE IF ANY END WALLS ARE OUT OF ALIGNMENT DURING THE POSITIONING AND LEVELING, REVIEW THE FOLLOWING PROCEDURES. A. IF THE ROOF MUST BE MOVED FORWARD.... With the main beams evenly supported, carefully raise the outside rear corner and lower the outside front corner. The roof should move forward until the end walls become even at the top. When the walls and ceiling joints are even, raise the outside main beam evenly at the front and rear to close the ceiling gap. Fasten the roofs together. Return section to level position. B. IF THE ROOF MUST BE MOVED BACKWARD.... With the main beams evenly supported, carefully raise the outside front corner and lower the outside rear corner. The roof should move back until the and walls become even at the top. When the walls and ceiling joints are even, raise the outside main beam evenly at the front and rear to close the ceiling gap. Fasten the roofs together. Return section to level position. IF THE HOME IS COMPRISED OF MORE THAN TWO SECTIONS, REPEAT THE PROCEDURE OUTLINED ON THIS PAGE. �93 DETAIL'A' CARPET PAD OR SILL SEALER DETAIL'B' FLOOR CONNECTIONS CARPET PAD OR SILL SEALER FLOOR DECKING 1/2 THE DISTANCE OF MAXIMUM SPACING IN TABLE FLOOR DECKING 2 X RIM PLATES ALONG MATING LINE METHOD 1 LAG SCREW MAXIMUM SPACING WIND MAXIMUM O.C. ZONE SPACING 1 36" II 20" III 16" 31W X 6" MIN. LAG SCREWS. (MAX. SPACING PER TABLE) Note: 1. Bottom board not shown for clarity. 2. Holes in bottom board created by lag screws must be patched with a vinyl tape designed for repairing tears or holes. METHOD 2 WHEN THE TWO SECTIONS ARE IN PLACE, ALIGNED AND LEVELED, GAPS BETWEEN FLOORS, 1 1/2" WIDE MAXIMUM, WHICH DO NOT EXTEND THE FULL LENGTH OF THE HOME MAY BE CLOSED UP WITH LUMBER OR PLYWOOD SHIMS. THE LAG SCREWS IN THE SHIMMED PORTION MAY NEED TO BE INCREASED IN LENGTH TO ENSURE THAT THEY ENGAGE BOTH THE FLOOR RIM PLATES. MATING LINE GAP FILLER QPG\v P O 1/2 THE DISTANCE OF MAXIMUM SPACING IN TABLE CARPET PAD OR SILL SEALER FLOOR DECKING 318"X 6' MIN. LAG SCREWS. HEADS SHALL BE RECESSED INTO FLOOR DECKING. FILL RECESS WITH WOOD PUTTY OR WATER BASED PUTTY. MATING LINE FLOOR DECKING r- SEE TABLE FOR MAXIMUM SPACING 2 X RIM PLATES ALONG MATING LINE 3/8' X 3' MIN. LAG SCREWS. (SEE TABLE FOR SPACING) Note: 1. Bottom board not shown for clarity. 2. Holes in bottom board created by lag screws must be patched with a vinyl tape designed for repairing tears or holes. METHOD 3 INTERIOR SUPPORT POST FASTENING If the home requires a tape and texture finish application, the interior ridge beam support posts are required to be fastened together as indicated. If the home does not require a tape and texture finish application, the manufacturer still recommends to fasten together the interior ridge beam support posts to assist in closing off gaps between mating line walls or gaps between support posts. Id #8 X 4" WOOD SCREWS AT 16' ON CENTER. EITHER FASTENING LOCATION SHOWN IS ACCEPTABLE. IF POST IS CONSTRUCTED FROM 2 X 4'S OR 2 X 6'S USE TOE -SCREW LOCATION. MATING LINE 44 PwAtzzml M, WILLIAM C. FARISH 61-A R INTERIOR SUPPORT POST\ CONFIGURATIONS (TYPICAL) SHINGLE ROOF CONNECTION CAUTION A PROTECTIVE COVERING MATERIAL (PLYWOOD, POLYETHYLENE, OR SIMILAR MATERIAL) MAY HAVE BEEN INSTALLED ON TOP OF THE SHINGLE ROOF AT THE FRONT OF THE HOME AND ALONG FORWARD FACES OF ANY DORMER. THIS MATERIAL WAS INSTALLED TO PREVENT SHINGLES FROM BLOWING OFF DURING TRANSIT. HOLES RESULTING FROM ANY FASTENERS USED TO SECURE THIS MATERIAL TO THE ROOF SHALL BE SEALED WITH A SILICONE OR ASPHALT BASED SEALANT. IT IS RECOMMENDED THAT THE TOP LAYER OF SHINGLES BE LIFTED AND THE SEALANT APPLIED TO THE HOLES IN THE SECOND LAYER OF SHINGLES ALSO. 10" STRIP OF "PLY -DRY" PAPER SHALL BE INSTALLED 8"x 32 GA. MIN. GALV. OR .019" MIN. OVER LAST COURSE OF SHINGLES ALUMINUM METAL ROLL FLASHING. FASTEN WITH 1" X 1 1/4" X 16 GA. STAPLES OR ROOFING NAILS AT 6" O.C. 3/8" X 6" MIN. LAG SCREWS WITH WASHER THROUGH TOP CHORD OF SHINGLE RIDGE CAP FORMED FROM BOTH RIDGE BEAMS. LAG SCREW MUST SHINGLES OR ROLL ROOFING ENGAGE TOP CHORD OF BOTH RIDGE FASTENED WITH 1" X 1 1/4" X 16 GA. BEAMS AND WEB OF OPPOSITE RIDGE pP STAPLES OR ROOFING NAILS AT BEAM (SEE DETAIL W).�F G J APPROXIMATELY 6" O.C. BOTH SIDES. p0� p�N,P 59E SQ ROOF SHEATHING AND 0 p� "Op / LAST ROW OF SHINGLES INSTALLED ROOFING PAPER (TYPICAL) (TYPICAL EACH SECTION) RIDGE BEAM TOP CHORDS OR So_ FILLER CHORDS RIDGE BEAM WEB DETAIL 'A' WILLIAM C. FARISH IV 01MROZ0129461AT SEE TABLE FOR MAX. SPACING AND DETAIL A 1/2 THE DISTANCE OF MAXIMUM SPACING IN TABLE WHEN THE TWO SECTIONS ARE IN PLACE, ALIGNED AND LEVELED, GAPS BETWEEN RIDGE BEAMS, 1 1/2" WIDE MAXIMUM, WHICH DO NOT EXTEND THE FULL LENGTH OF THE HOME MAY BE CLOSED UP WITH LUMBER OR PLYWOOD SHIMS. THE LAG SCREWS IN THE SHIMMED PORTION MAY NEED TO BE INCREASED IN LENGTH BY THE THICKNESS OF THE SHIM TO ENSURE THAT THEY ENGAGE BOTH TOP CHORDS OF THE RIDGE BEAMS OR FILLER CHORDS. LAG SCREW MAXIMUM SPACING WIND ZONE MAXIMUM O.C. SPACING 1 36" II 20" III 16" RIDGE BEAM RAFTER CARPET PAD —' \L CEILING OR SILL! BOARD WHEN THE TWO SECTIONS ARE IN N PLACE, ALIGNED AND LEVELED, GAPS BETWEEN RIDGE BEAMS, 1 1/2" WIDE MAXIMUM, WHICH DO NOT EXTEND THE FULL LENGTH OF THE HOME MAY BE CLOSED UP WITH LUMBER OR PLYWOOD SHIMS AND FASTENED TO HOLD IN PLACE. ND WALL CONNECTION END WALL SEALING METHOD IN LIEU OF CARPET PAD OR SILL SEALER CARPET PAD OR SILL SEALER EXTERIOR SIDING O EXTERIOR SIDING II I I I I I I I I I I . I I I I I 14� I I UNDERLAYMENT I I I I 1 I S EXTERIOR IDING UNDERLAY ENT I i i it 1 BOTTOM BOARD MATERIAL APPLIED I I!:: # I 24" MAX. I I I L ' %' OVER #8 X 4" WOOD 1 J SCREWS. FASTEN EACH SIDE OF MATING _L n I – JOINT WITH MIN. 1/2"°3 E# I LEG STAPLES AT 4" O.C. k. f _55– tr +c ��#8x4"WOOD SCREWS TOE -SCREWED AT 24" , O.C. STAGGERED 45 GROUND ANCHORS The support system must also resist the lifting, sliding and overturning force resulting from side winds. A method used is to install ground anchors and tiedown straps in addition to the piers. Because of local sheltered conditions authorities may permit installation of the home without tiedowns. However, tiedowns as described are the minimum necessary if the home is to withstand its design wind load without dislocation. On multi section homes, sections must be fastened together and level before tiedown straps are installed. WARNING BEFORE INSTALLING A SUPPORT SYSTEM WITHOUT TIEDOWNS, BE SURE THAT SUCH A METHOD IS ADEQUATE FOR THE AREA AND IS PERMITTED BY THE APPLICABLE LOCAL JURISDICTION. BEFORE GROUND ANCHOR INSTALLATION, DETERMINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES, WATER LINES OR SEWER PIPING. FAILURE TO DETERMINE THE LOCATION OF UNDERGROUND ELECTRICAL CABLES MAY RESULT IN SERIOUS PERSONAL INJURY AND EVEN DEATH. NOTE The type of ground anchors shown are typical. Other types of anchors may be used provided the manufacturer's Installation Instructions meet the specifications as outlined f on page 5 . GROUND ANCHOR INSTALLATION a). Should be installed below the frost line. b). Should be at least 12 inches above the water table. c). Should be installed to their full depth. d). Stabilizer plates should be installed to provide added resistance to overturning or sliding forces. See Method 3. e). Refer to the manufacturer's instructions for the type soil which the anchor is to be installed. METHOD 1 The anchor and anchor head location should be in line i diagonal strap that will be installed around the main bee This location may require anchors to'be installed at the site location prior to moving the home section(s) into its final position. If this method is not appropriate, methods 2 and 3 are acceptable alternates after the section(s) is in postion, level and fastened together. METHOD 2 Anchor may be at a vertical or angle position. Pour a concrete cylinder collar around the anchor shaft approx. 10" in diamater and a minimum of 18" deep. METHOD 3 Anchor may be at a vertical or angle position. 1. Drive anchor into ground approx 18". 2. Place stabilizer plate between anchor and metal frame of home. Locate the stabilizer channel over the anchor bar as a guide. 3. Drive stabilizer into the ground, using oversize hammer, until top of stabilizer is ground level or below. 4. Continue to drive anchor until anchor head is in full contact with the top of the stabilizer plate. B- P .A OR ANCHOR ER PLATE METHOD 3 TIEDOWN (TYPICAL) e TIEDOWN STRAPS TIEDOWN STRAP 6" MAX IN FROM EDGE,OF FLOOR GROUND ANCHOR MAIN BEAM t� PIER LE VARIES TYPICAL STRAP INSTALLED REQUIRED ON BOTH SIDES OF HOME SINGLE SECTION WIND ZONE I MUL 115tU I IUN FLOOR RIM PLATE TIEDOWN I TIEDOWN BRACKET ,BRACKET TIEDOWN STRAP • • MAY PASS THROUGH Cr EITHER SLOT IN ¢ TIEDOWN BRACKET BRACKET \ • • 2 = U APPROVED SEAL AND U �• L a CRIMP(S). 800 LBS ¢ TIEDOWN O MIN WORKING LOADS. O STRAP OPEN END OF STRAP VERTICAL TIEDOWN 6" MAX IN FROM DIAGONAL VERTICAL STRAP EDGE OF FLOOR TIEDOWN TIEDOWN STRAP THREADING GROUND STRAP STRAP METHOD 1 DETAILS METHOD 2 ANCHOR Thread end of vertical tiedown strap through tiedown bracket. TIEDOW i STRAP IV With -Method 1, any slack in the looped portion of the. strap shall ' be taken out by applyingtension on the "open end" of the strap. Do not remove the slack by over tightening the tension bolt. GROUND VERTICAL TIEDOWN STRAP (SEE DETAIL) AMAIN BEAM ANCHOR Thread strap through tension bolt and tension per details on TYPICAL STRAPS page 49. INSTALLED REQUIRED ON In lieu of floor tiedown brackets some homes may have the BOTH SIDES OF HOME vertical tiedown strap installed at the manufacturing facility. VERTICAL TIEDO% STRAP DETAIL Ti S 0 SINGLE SECTION MULTI SECTION WIND ZONES II AND III 47 SUPPLEMENTAL TIEDOWN STRAPS LOCATED ALONG EXTERIOR SIDEWALL (IF PROVIDED) WIND ZONE I ONLY HAVE BEEN"INSTALLED AT THE MANUFACTURING FACILITY Supplemental straps may be fastened to same ground anchor as the main beam tiedown straps 'If anchor is approved by the manufacturer for such installation. CAUTION SUPPLEMENTAL TIEDOWN STRAPS ARE NOT A REPLACEMENT FOR DIAGONAL MAIN BEAM TIEDOWN STRAPS. THE DIAGONAL TIEDOWN STRAPS ARE THE MINIMUM ANCHORING SYSTEM FOR THE HOME TO MEET WIND ZONE I REQUIREMENTS. EXTERIOR SIDING SUPPLEMENTAL -\j 1 6" MAX IN FROM EDGE OF FLOOR GROUND ANCHOR MAIN BEAM MAIN BEAM TIEDOWN STRAP LONGITUDINAL TIEDOWN STRAPS AT FRONT AND REAR OF THE HOME ALL SECTION WIDTHS Z p §0 SECTION LENGTH TIEDOWNS AT FRONT TIEDOWNS AT REAR WA NONE NONE LESS THAN 36' 2 2 36' AND OVER NONE NONE III LESS THAN 46' 2 2 46' AND OVER NONE NONE FRONT OR REAR CROSSMEMBER. (MAY BE OTHER CONFIGURATION THAN SHOWN). MAIN BEAM N / MEASURE GROUND -\DISTANCE "A' LEVEL GROUND ANCHOR LOCATE STRAP NO MORE THAN ONE FOOT (1'-0") FROM EITHER SIDE OF OUTSIDE MAIN BEAMS. MATING LINE FRONT OR REAR -/ MAIN BEAM CROSSMEMBER DOUBLE WIDE (TYPICAL) STRAP SPACING NOTE Thread strap through buckle, around front and rear crossmember and tension strap to anchor head TIEDOWN per details on page 49. STRAP MEASURED DISTANCE "A"MINIMUM M. LOCATE STRAP NO MORE THAN ONE FOOT (1'-0") FROM EITHER SIDE OF MAIN BEAMS. MAIN BEAM --a \- FRONT OR REAR (TYPICAL) SINGLE WIDE CROSSMEMBER STRAP SPACING TYPICAL MAIN BEAM TIEDOWN STRAP INSTALLATION INSTRUCTIONS. OTHER METHODS CONNECTING STRAP TO MAIN BEAM MAY BE USED 2 OThread sufficient length2 Thread long end of strap through the of tiedown strap through O buckle then between frame and floor. buckle as shown. Wrap strap around main beam and through the buckle a second time. OInsert the tension bolt into theO Place the strap through the slotted anchor head and loosely attach shank of the tension'bolt and bend the hex nut. up to 900. OOnce tensioned to the point that counter -clockwise resistance appears, a 5/8" open end wrench should be used to hold the square neck while repositioning the 15/16" tensioning wrench which will enable continued and final tensioning. Repeat as required. V OTake long end of strap to anchor head. i O6 With the use of a 15/16" socket or open end wrench, rotate in a clockwise manner wrapping the strap around the tension bolt. OOnce fully tensioned, align the square neck of the bolt with the square recess in the anchor head and tighten the hex nut. This will draw the two together and lock the system into it's final position. If approved by the manufacturer, double head anchors may be used for both diagonal and vertical tiedown strap tensioning. It is recommended that the diagonal tiedown strap be tensioned first. Follow Steps 4 through 8 to install straps to anchor head. CAUTION DO NOT TENSION TIEDOWN STRAPS ON ONE SIDE OF HOME ONLY. IF TENSIONING -IS NOT PERFORMED EQUALLY ON ALTERNATE SIDES, THE HOME MAY BE PULLED OFF ITS SUPPORTS. - t 49 '' HOT AND COLD PLUMBING CROSSOVER CONNECTIONS PROCEDURE: 1. Each access panel is labeled'REMOVE ACCESS FOR PLUMBING'. 2. Remove access panels from each section. 3. Connect the hot and cold water pipes using the connectors installed on the ends of the pipe. The connector fittings are designed to be used without any lubricants or sealants. 4. Reposition the insulation around the pipes and replace the access panels. MATING LINE RIM PLATES ACCESS PANELS MATING LINE RIM PLATES ACCESS PANEL ACCESS PANEL FRAME FRAME CONNECTION UNDER MATING LINE RIM PLATES RUN THE PIPES THROUGH THE HOLES IN THE RIM PLATES TO THE NEXT SECTION AND CONNECT PER STEP 3. ACCESS PANELS CONNECTION THROUGH MATING LINE RIM PLATES DRAIN PIPE CROSSOVER CONNECTIONS DRAIN PIPE cl� COUPLING PROVIDED. FASTEN TO PIPING WITH CLAMPS DRAIN PIPE O COUPLING PROVIDED. CEMENT COUPLING TO END OF PIPES. See site installed drain piping information on page 53 . GAS CROSSOVER CONNECTION If the home has a gas crossover it is located below the floor structure on the mating line side of the home. The quick disconnect device has been pre -assembled. PROCEDURE: 1O Remove any dust caps in place. OPullback on quick disconnect device, snap over quick disconnect adapter and release to complete crossover connection. The quick disconnect fitting is designed to be used without any lubricants or sealants. NOTE DO NOT USE TOOLS TO CONNECT OR DISCONNECT THE QUICK DISCONNECT DEVICE FLEX CONNECTOR LISTED QUICK DISCONNECT FITTING TO MATCH PIPE METAL FLEX SIZE CONNECTOR LISTED DEVICE INSTALLED TO SEAL PIPE FROM SUPPLY FOR EXTERIOR USE SUPPLY SIDE QUICK DISCONNECT CONNECTION 2 ADAPTER TO MATCH PIPE SIZE DIRECTION OF FLOW 50 HEAT DUCT CROSSOVER CONNECTION NOTE Crossover ducts to be Insulated with material having a minimum R-4 value. V -BOX ADAPTERS FLEX DUCT -\ V -BOX ADAPTER PROCEDURE: O1 Locate duct collars that extend below the bottom board material on each section. Remove shipping close-up material from collars. OPull vinyl covering back from duct and slide exposed end over duct collar and up against bottom board material. I OFasten duct to collar with 3 sheetmetal screws approximately equally spaced around the collar. OAdd metal or plastic tie strap around duct and secure tightly. If metal strap is used secure with sheetmetal screw. SO After duct is fastened to collar pull vinyl covering up over connections and flush up to the bottomboard material. OWrap the top of the vinyl cover around the collar at least 2 times with duct tape. ORepeat steps 1 thru 6 at collar on other section or sections of home. Some homes may require the connection of a metal V -box adapter or vinyl flex Y -branch at the collar under the furnace. / ' Y -BRANCH J CONNECTION TO FLEX DUCT u Follow steps 1 thru 6 for connection of flex d ARRANGE DUCT UNDER FLOOR SO IT IS NOT COMPRESSED OR KINKED IN ANY LOCATION - - __ _ I CAUTION DO NOT PERMIT DUCT TO REST ON THE OFF THE GROUND GROUND. SUPPORT OFF THE GROUND WITH TREATED WOOD, CONCRETE BLOCK MATERIAL OR OTHER ALTERNATE MATERIALS 51 BOXES LOCATED ON SAME SECTION AS MAIN PANEL BOX ELECTRICAL CROSSOVER CONNECTION NUMBER OF CROSSOVER BOXES MAY VARY MATING LINE RIM PLATE NOTE SOME HOMES MAY HAVE MORE THAN ONE CROSSOVER. CHECK ALONG MATING LINE FOR OTHER LABELED ACCESS PANELS. "IL -GROUND LUG SINGLE 15 OR 20 AMP CIRCUIT 14-2 OR 12-2 WITH GROUND 240V APPLIANCE CIRCUIT PROCEDURE: APPROVED PLASTIC OR METAL BOX (TYPICAL) CLAMPS PER TYPE BOX USED (TYPICAL) PROCEDURE: 1. Each access panel is labeled: "REMOVE ACCESS FOR ELECTRICAL" 2. Remove access panels exposing boxes on one section and coiled wire from opposite section. 3. Remove blank covers from boxes exposing wiring with approved connectors attached. 4. Wiring on both sections have identifiable markings for correct connections of circuits. 5. Remove the wire connectors from the wiring in the boxes and connect the same identified circuits together. (Use knock outs and approved clamps to enter boxes and secure wires). Secure wiring entering the boxes within 8" of the box with Romex staple. 6. When all connections have been made replace the blank covers on all boxes, reposition floor insulation and replace the access panels. APPROVED CONNECTORS / GRD O GRD O BLK L L GROUNDLUG DOUBLE 15 OR 20 AMP CIRCUITS 14-2 OR 12-2 WITH GROUND WIRE CODE BLK = Black WHT = White RED = Red GRD = Ground CAUTION VERIFY THAT ALL CROSSOVER CIRCUITS PROTECTED BY A GFCI DEVICE (GROUND FAULT INTERRUPTER) ARE CONNECTED TO THE PROPER CIRCUIT CONTINUATION BY IDENTIFING THE CORRECTLY MARKED CIRCUIT WIRES. CONTINUOUS ELECTRICAL GROUND CONNECTION REAR MOST OUTRIGGER OR - CROSSMEMBER AT MATING LINE 1. Uncoil and take loose end of ground wire and secure to solderless lug on adjoining section or sections. 2. Make sure screw in solderless lug is tight against ground wire. 3. Locate against structure for protection 4. Repeat procedure for triple section homes. 52 MATING LINE SOLDERLESS LUG INSTALLATION INSTRUCTIONS FOR SITE INSTALLED DRAIN WASTE SYSTEMS Portions of the drain waste system which are below the floor may not have been installed at the manufacturing facility due to the possibility of damage to the system during transit. All materials required to complete the system have been furnished by the manufacturing facility and are shipped as loose items in the home. The following instructions are provided for use in completing the installation of the drain waste system in the correct manner. Please review the information below before starting work to familiarize yourself with proper sequence of installation. BEFORE YOU BEGIN 1. Locate the drain waste plumbing schematic, which is a drawing page attached to the flap in the back of this manual, and review the layout. All drain piping and fittings marked with an asterisk (* ) on the schematic drawing are to be installed. 2. Check all loose plumbing parts supplied by laying them out on the ground under the home in their correct relationship according to the drain waste schematic. All piping and fittings should be used where indicated to insure the correct flow of waste in the assembled drain system. PROCEDURE: 1O Remove shipping covers from all exposed piping or fittings that extend below the bottomboard. OInspect piping and fittings making sure they are clean and free of burrs. + O3 All pipe and fitting connections shall be per the cement manufacturer's instructions which is provided. ® Start the drain assembly at the most remote exposed piping dropout from the outlet and work towards the outlet location. 0 It is recommended that temporary blocking or support be used for the assembled drain piping as . you proceed to achieve a slope towards the outlet of at least 1/4 inch per foot. © If a crossover connection is required use one of the methods shown on page.50. O7 When all connections have been completed relocate the temporary slope blocking to no more than 4 feet apart for permanent drain piping support. See method recommended for supporting drain piping on.page 54. FINISH HERE BOTTOM BOARD OF HOME (TYPICAL) Oil OF loxoo oo F� EXAMPLE OF SITE INSTALLED DRAIN PLUMBING 53 BOTTOM BOARD OF HOME (TYPICAL) (TYPICAL) DRAIN PIPING SUPPORTS PLASTIC STRAPPING OR OTHER SUITABLE MATERIAL (TYPICAL) DRAIN PIPE WITH MINIMUM 1/4" SLOPE TOWARDS OUTLET DRAIN PIPING SUPPORTS INSIDE OF MAIN BEAM ANGLE CROSSMEMBER (TYPICAL) BOTTOM BOARD MIN 1 X 3 LUMBER 1O Add minimum 1 x 3 lumber between frame angle crossmembers directly above,drain piping by pushing up on the bottomboard and resting the lumber on the top or inside of the angle leg as shown. OWrap support strapping around piping and 1 x framing material. Fasten strapping to wide face of 1 x material with screws. OOther methods to provide support may be used to maintain minimum pipe slope requirements. OLumber material to be protected from moisture. PLUMBERS TAPE, PLASI STRAPPING OR OTHER SUITABLE MATERIAL FASTENED TO FLOOR X THROUGH BOTTOM BOA (TYPICAL) LOOR RIM PLATE FLOOR JOIST (TYPICAL) BOTTOMBOARD IAIN PIPE WITH MINIMUM 1/4" OPE TOWARDS OUTLET MAIN BEAM DRAIN PIPING SUPPORTS OUTSIDE OF MAIN BEAM CAUTION ELECTRICAL WIRING MAY BE SECURED TO WIDE FACE OF FLOOR JOISTS THAT ARE OUTSIDE OF THE MAIN BEAM. MAKE SURE SCREWS FASTENING STRAPPING PENETRATE BOTTOM EDGE OF JOISTS TO ELIMINATE POSSIBLE ELECTRICAL SHORTS. 54 BOTTOMBOARD REPAIR Fastened to the underside of the floor of the home is a special covering designed to protect against rodents and moisture as well as to isolate the floor cavity from outside air. This covering was inspected before the home left the manufacturing facility. It is important that any areas damaged or torn during transportation or installation be resealed. Entry of outside air into the home's floor cavity is one of the most frequent causes of water piping freeze-up. The bottom covering of the home should be closely inspected to determine that there has not been any loosening of its attachment or tears. Openings around the perimeter of the floor covering, around pipes or pipehangers, splits or tears should be sealed with tape. Check also to ensure that plumbing p -traps are well insulated and covered. Itis important that this inspection be made and any necessary repairs completed whether skirting is to be installed around the perimeter of the home or not. For bottom covering repair use vinyl tape especially designed to repair tears or holes. Pull torn edges together then cover, as necessary, with tape or apply a patch of the same material taped all four sides. UNFINISHED GYPSUM BOARD Homes shipped with unfinished gypsum board walls and/or ceilings shall be finished on site. The interior finishes shall have the following maximum flamespread ratings measured in accordance with ASTM E 84-91 a: Ceilings: ........................................................... 75 Walls: General.....................................................:. 200 Adjacent to cooking range .......................... 50 Adjacent to or enclosing a furnace or water heater .............................. 25 MULTI WIDE SECTIONS EXTERIOR -CLOSE UP The exterior siding on the front and rear end walls and exposed mating line walls may have been shipped loose by the manufacturing facility with the home. The insulation and vapor retarder have been installed at the manufacturing facility. Exterior siding shall be installed in accordance with the manufacturer's installation instructions. When the rear wall exterior siding is site installed, the H.U.D. tag has been relocated on the sidewall at the manufacturing facility. CAUTION THE POLYETHYLENE SHEATHING COVERING EXTERIOR WALLS MUST BE COMPLETELY REMOVED PRIOR TO INSTALLING THE SIDING. FAILURE TO DO SO CAN CAUSE CONDENSATION TO BUILD UP IN THE WALLS AND DAMAGE THE HOME. R the exterior siding is installed on the front and rear walls, make sure the close up strips of exterior siding material are fastened securely and both edges of the strips are sealed with a waterproof sealant. MULTI WIDE SECTIONS INTERIOR CLOSE UP Remove all shipping blocking, strapping or bracing from appliances, windows, and doors. Install all loose items packaged or attached for shipping. Review any supplemental pages stapled to the flap in the back of manual. These pages outline special features that are not included in the manual. All interior wall paneling omitted at the manufacturing facility and shipped loose to facilitate interior close up shall be installed with a 1/4" bead of PVA adhesive on all framing members and fastened with min. 1" long staples or nails at 6" on center along all panel edges and at 12" on center on field framing members. For tape and texture homes, interior wall paneling shall be fastened to wall framing members with drywall screws or nails. Additional molding has been provided to finish the close up at ceilings, mating line walls, front and rear end walls and in some cases molding around passageway doors. Moldings and trim work requiring special attention has been detailed by the manufacturing facility and is provided in this manual. All moldings and trim work should be installed with fine gauge wire staples or pin nails. Attention should be made to any mitered corners and seam work to assure a tight fit. I 55 SECTION 5 INSTALLATION OF OPTIONAL FEATURES PAGE INTERIOR AND EXTERIOR LIGHTS ................................................ 59 CEILING FANS................................................................................... 59 TELEPHONEWIRE............................................................................ 59 AWNINGS, DECKS, PATIO COVERS ORCAR PORTS............................................................................:t ..... 60 SKIRTING.......................................................................................... 60 HEATTAPE....................................................................................... 61 WINDOWS AND DOORS.................................................................. 61 AXLES .... 61 _..��- 57 INSTALLATION OF OPTIONAL FEATURES ELECTRICAL ITEMS For rot pection from damage in transit some electrical fixtures may have been shipped loose for installation on site. These items may include exterior lights, chandeliers, ceiling fans and other similar fixtures. Follow the procedure for light fixture installation along with the manufacturer's instructions. Similar fixtures not shown shall be installed by the manufacturer's installation Instructions. INTERIOR OR EXTERIOR LIGHT FIXTURE PROCEDURE: 1. Remove blank cover from junction box. 2. Make the wiring connections with the wire nuts provided, black to black wire, white to white wire and ground to ground wire. 3. Push connected wires into junction box. Add non combustible ring between fixture canopy and junction box. (See CAUTION). 4. Secure canopy to junction box. Install light bulb and attach globe or shade if necessary. 5. Apply sealant around top and sides of canopy on exterior light installations. 6. Follow wiring diagram for multiple light connections. WIRE FROM SWITCH WIRE FROM SWITCH WIRE NUT (TYPCIAL) WIRE NUT NON-COMBUSTIBLE GROUND (TYPICAL) RING (IF REQUIRED) WHITE JUNCTION FIXTURE CANOPY II �:;:":;j - BOX JUNCTION BLACK BOX GLOBE -' BLACK PIGT"""" u AIL FOR GROUND GROUND WIRE TO 11, OTHER CONTINUITY FIXTURES CONNECTION FOR SINGLE LIGHT FIXTURE CONNECTION FOR MULTIPLE (EXTERIOR LIGHT SHOWN) LIGHT FIXTURES CAUTION NON COMBUSTIBLE RING REQUIRED WHEN COMBUSTIBLE INTERIOR WALL, EXTERIOR WALL OR CEILING FINISH MATERIAL IS EXPOSED BETWEEN THE FIXTURE CANOPY AND JUNCTION BOX. HARDBOARD, CLADWOOD AND VINYL SIDING ARE CONSIDERED COMBUSTIBLE EXTERIOR SURFACES. CEILING FAN Due to the various•types of ceiling fans available for on site installation, fans shipped loose with the home contain their specific manufacturer's installation instructions. These must be used to ensure Proper installation and operation. A' metal electrical box with cover plate and wiring has been provided for fan installation. CAUTION BEFORE ATTEMPTING TO INSTALL THE CEILING FAN MAKE SURE THE POWER TO THE FAN WIRING IS OFF. TELEPHONE WIRE Some homes have telephone wire installed at the manufacturing facility. If the home is a single wide, the wiring is accessable at one of the rear corners. If the home is a multi -wide, the wiring is accessable at the rear mating line. A label indicating TELEPHONE WIRE is located on the rear of the home indicating wire location. The connection of this wiring to the telephone system is to be done by qualified service personnel only. WARNING IF THE HOMEOWNER REQUESTS THE INSTALLATION OF TELEPHONE WIRING AND/OR TELEVISION CABLE, EXTREME CARE MUST BE TAKEN. THE WALLS AND FLOOR OF THE HOME CONTAIN ELECTRICAL WIRING, PLUMBING AND DUCT MATERIALS. AVOID THESE ITEMS WHEN DRILLING THROUGH AND PLACING WIRE OR CABLES IN THESE CAVITIES. ONLY QUALIFIED SERVICE PERSONNEL SHOULD BE PERMITTED TO DO. SUCH WORK. FAILURE TO FOLLOW THESE. INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY AND EVEN DEATH. 59 INSTALLATION OF OPTIONAL FEATURES (cont'd.) AWNINGS, DECKS, PATIO COVERS OR CARPORTS If accessories, such as awnings, decks, patio covers or carports, are to be attached to the home, observe the following procedures. 1. Use the proper awning support railing provided with the awning or railing available through your awning retailer. Choose a structure which is of a freestanding design, having columns to•support the additional weight. 2. Follow the recommendations of the manufacturer and applicable building codes when installing any accessories. 3. Always use fasteners of the proper size to attach mating parts snugly, but without straining the home or damaging thehome structure. Only make necessary attachments to the upper wall or roof. Be sure there is solid material behind the exterior siding where connections are to be located. 4. Use a sealant on all seams or openings resulting from accessories installed. The best way is to place weather sealing tape or sealing compound under railing joints or fasteners, during assembly, and then seal the seams. CAUTION REMEMBER THAT ACCESSORIES WHICH ARE IMPROPERLY INSTALLED MAY DAMAGE THE NEW HOME OR MAR ITS APPEARANCE AND COULD AFFECT THE WARRANTY COVERAGE. SKIRTING Skirting is a highly recommended accessory that will assist the home in withstanding below freezing temperatures. Its installation helps to prevent cold air infiltrating below the home where the heat ducts and the majority of the plumbing is located. Its addition should be considered necessary to prevent plumbing from freezing if the home is likely to be exposed to temperatures below 25°f (-51c) for any prolonged period, or to temperatures below appoximately 10°f (-12°c) even briefly. The addition of a wind chill factor to the above temperatures make skirting even more vital. For planning purposes, consider that each increase of 10 mph in wind velocity may be equivalant to a drop in air temperature of approximately 200f (10°c), or 2°f(1 °c) for each mph of wind increase. (The information on the home's Compliance Certificate is calculated assuming a 15 mph wind factor). The use of so-called insulated skirting is probably not required under most conditions. The greatest value of any skirting as a barrier to air movement, and non insulating skirting accomplishes this purpose as well as the insulated type. Insulated skirting may be considered if prolonged temperatures in the -200 to -300f (-300 to -350c) range are to be withstood, and then in conjunction with the introduction of auxiliary heating under the home. Consult with the retailer for further information on the desirability of installing these accessories and whether such installations are compatible with local codes. When skirting is attached to the lower sidewall or trim of the home's perimeter, it is important to make the installation so that moist air from under the home is not forced up into the wall cavities. When the exterior siding is hardboard or cladwood, the skirt trim must be sealed to the siding trim to keep water from getting between the skirt trim and the siding. CAUTION CARE SHOULD ALWAYS BE TAKEN TO ENSURE THAT ADEQUATE VENTILATION IS PROVIDED WHEN SKIRTING OR PERIMETER FOUNDATIONS ARE INSTALLED. FAILURE TO PROVIDE ADEQUATE VENTILATION MAY ALLOW MOISTURE TO BUILD UP UNDER THE HOME, AND TRANSFER THAT MOISTURE VIA DIFFUSION OR AIR MOVEMENT INTO THE HOME ITSELF. THIS MOISTURE CAN RESULT IN HIGH HUMIDITY IN THE HOME, AND ALSO IN THE FORMATION OF CONDENSATION, FROST OR ICE ON COLD SURFACES. HOMES WITH OPEN SLATTED DECKING AT RECESSED ENTRIES, OPEN PORCHES OR OPEN DECKS MUST HAVE SKIRTING OR FOUNDATION BEHIND THESE AREAS SO THAT WATER IS NOT PERMITTED TO DRAIN IN THE AREA UNDER THE HOME. THE AREA UNDER THE HOME MUST BE VENTILATED TO MINIMIZE THE ACCUMULATION OF MOISTURE. THIS VENTILATION SHALL BE PROVIDED BY OPENINGS WITH A NET AREA OF AT LEAST ONE SQUARE FOOT FOR EACH 150 SQUARE FEET OF AREA UNDER THE HOME. THE REQUIRED LOCATION OF OPENINGS SHOULD BE APPROXIMATELY EQUALLY DISTRIBUTED ALONG THE LENGTH OF THE HOME ON OPPOSITE SIDES WITH OPENINGS LOCATED CLOSE TO THE CORNERS TO PROVIDE CROSS VENTILATION. INSTALLATION OF OPTIONAL FEATURES (cont'd.) HEAT TAPE Heat tape is a linear electric heating element listed for use with manufactured homes and certified by UL, CSA or FMRC designed to be installed where fresh water supply inlet pipes are subjected to prolonged exposure to below -freezing temperatures. An electrical outlet is located adjacent to the water supply inlet for heat tape connection. CAUTION HEAT TAPE MUST ALWAYS BE INSTALLED IN STRICT ACCORDANCE WITH THE TAPE MANUFACTURER'S INSTALLATION INSTRUCTIONS IN ORDER TO ACHIEVE THE HIGHEST POSSIBLE SAFE HEATING EFFICIENCY. , , WINDOWS AND DOORS For protection from damage in transit windows and/or exterior doors may be shipped loose for installation on site. Windows or exterior doors to be installed in accordance with the manufacturer's installation instructions. AXLES It may be necessary to remove an axle or axles to connect the air distribution duct from an exterior heat and cooling appliance to the designated duct collar under the floor. r 61 SECTION 6 PREPARATION OF APPLIANCES PAGE DRYER VENT INSTALLATION...................................................... 65 AIR CONDITIONING INSTALLATION ............................................ 65 FURNACE...................................................................................... 66 HEATING OIL SYSTEM................................................................. 66 FIREPLACE, GAS OR OIL APPLIANCE FLUES...................................................................... 66 RANGE AND/OR COOK TOP OVEN ............................................. 66 RANGE VENT DUCT INSTALLATION WATERHEATER........................................................................... 66 KITCHENSINK.............................................................................. 66 BATHTUB...................................................................................... 66 SHOWERSTALL........................................................................... 66 63 PREPARATION OF APPLIANCES Some homes may have various fixtures and appliances shipped loose, provided by others or built without certain fixtures or appliances. Review and follow the Instructions if any apply to the home being installed. DRYER VENT INSTALLATION If provisions for the installation of a dryer are in the home a dryer vent roughed -in opening has been provided in the utility area or room with access through the floor or exterior wall. If requested by the homeowner to install, remove the material closing off the roughed -in opening and follow these details along with the dryer manufacturer's installation instructions. INSTALL DUCT THROUGH FLOOR ACCESS INTO THE HOME. PULL RIGID OR FLEX DUCT DUCT UP INTO HOME UNTIL ELBOW WITH PER APPLIANCE SLACK IS REMOVED FROM RIGID DUCT MANUFACTURER'S UNDER THE FLOOR.INSTALLATION CLAMP TO DRYER CLAMP TO INSTRUCTIONS CONNECTION VENT CAP EXTERIOR i WALL _ CLAMP TO VENT CAP SEAL BOTTOM BOARD AROUND DUCT WITH VINYL TAPE. ELBOW WITH RIGID DUCT SUPPORT DUCT TO FLOOR JOIST WITH METAL STRAP OR PLUMBERS TAPE TO KEEP DUCT OFF THE GROUND AND WOOD FRAME FROM EXCESSIVE SAGGING. SECURED TO BOTTOM OF RIM PLATE OR RIGID OR FLEX DUCT PER APPLIANCE INSTALL THROUGH MANUFACTURER'S INSTALLATION SKIRTING INSTRUCTIONS DRYER VENT CAP VENT BELOW FLOOR SECURE VENT CAP TO FRAMING OR SKIRTING WITH SHEETMETAL CAUTION SCREWS. DRYER VENT CAP SECURE WITH SHEETMETAL SCREWS INTO SIDING CLAMP TO DRYER CONNECTION VENT THROUGH EXTERIOR WALL UNDER FLOOR DRYER DUCT MUST BE CONTINUOUS AND TERMINATE OUTSIDE THE PERIMETER OF THE HOME, OUTSIDE OF ANY SKIRTING OR FOUNDATION INSTALLED AROUND THE HOME. AIR CONDITIONING INSTALLATION Air conditioning may be installed on homes that are designated "suitable for air conditioning" on the home Compliance Certificate. 'Information to assist in calculating the size air conditioner needed is included on the certificate. The air conditioning evaporator may be installed either inside the furnace cabinet on homes with furnaces listed for the modification, or exterior to the home and ducted into the home air supply duct system. In' either case, a heat/cooling thermostat must be installed to control both heat and cooling with a single device. When a cooling or heat pump coil and/or air conditioning blower are installed on a furnace, they shall be listed for installation on the specific model of furnace already in the home. When the air conditioning evaporator is installed exterior to the home, return air grill(s) must be installed in the floor in a central area of the home that receives the return air from the separate rooms and ducted back to the evaporator. CAUTION DO NOT CUT ANY FLOOR FRAMING WHEN INSTALLING RETURN AIR GRILL(S). Supply air duct connections from the exterior evaporator to the home air supply duct system must be made at a central location on each duct in each section of the home. Federal regulations require that automatic damper(s) be installed to prevent the discharge air from the exterior air conditioning evaporator from passing back through the furnace, and that automatic damper(s) be installed to prevent the discharge air from the furnace from passing backwards through the exterior air conditioning evaporator duct(s). Install required electrical connections in accordance with the air conditioner manufacturer's installation instructions and local codes. 65 PREPARATION OF APPLIANCES FURNACE (CO I1t'd. This home may have been built without a furnace. The remote heat/cooling appliance and the thermostat to be supplied and installed per the manufacturer's installation instructions. The manufacturing facility has installed the thermostat wiring or provided a raceway for the thermostat wiring at the location for the thermostat. CAUTION FLEETWOOD ENTERPRISES INC. AND ITS SUBSIDIARIES WILL NOT BE HELD RESPONSIBLE FOR THE EFFICIENCY OF THE SYSTEM CONNECTED TO THE IN -FLOOR DUCT SYSTEM, NOR ANY DAMAGE INCURRED TO THE HOME BY THIS INSTALLATION. HEATING OIL SYSTEM Homes equipped with oil burning furnaces must have their oil supply tank and piping installed on site. These items are not provided by the manufacturer. Review the oil furnace manufacturer's installation instructions for proper piping sizes and installation procedures. CAUTION ALL OIL STORAGE TANK AND PIPING INSTALLATIONS MUST MEET ALL APPLICABLE LOCAL CODES AND REGULATIONS AND SHOULD BE MADE ONLY BY EXPERIENCED QUALIFIED SERVICE PERSONNEL. FIREPLACE, GAS OR OIL APPLIANCE FLUES If any accessory gas or oil appliance flue assembly has been partially installed at the manufacturing facility, the assembly and installation must be completed in accordance with the manufacturer's installation instructions provided with the appliance. RANGE AND/OR COOK TOP OVEN If a range and/or cook top and oven is not supplied by the manufacturing facility; the following should be observed: a). Install the appliance to provide the required clearances per Federal Standards which may be more restrictive than appliance manufacturer's normal installation instructions. b). Do not install an appliance which requires a heavier connected energy capacity than the home's system provides (see capacity label on appliance). c). Follow appliance manufacturer's installation instructions except as outlined in a) above. RANGE VENT DUCT INSTALLATION PENINSULA OR This home may be equipped with a ducted "no hood" ISLAND RANGE ventilation system for the kitchen range. The duct is below the floor and must terminate outside the perimeter of the home. Install the duct and surface wall cap, which are provided, in accordance with the Install elbow, horizontal duct range manufacturer's installation instructions. and wall cap. Support horizontal duct from floor with metal straps as WATER HEATER required. 1. This home may have been built with the water heater shipped loose or supplied by others for site Installation in a remote location, such as a site built utility room. 2. Receptacle for heat tape is located underneath the home adjacent to the water supply inlet. 3. Water heater shall be installed per the manufacturer's installation instructions and/or local codes. A listed water heater shall be installed. KITCHEN SINK This home may have been built without a kitchen sink, which will be installed on site. The water and drain plumbing connections and sink are to be installed and completed in accordance with the kitchen sink manufacturer's installation instructions and/or local codes. A listed kitchen sink shall be installed. BATH TUB This home may have been built without a finished bath tub, which will be installed on site. The water and drain plumbing connections are to be installed and completed in accordance with the bath tub manufacturer's Installation instructions and/or local codes. A listed bath tub shall be installed. SHOWER STALL This home may have been built without a finished shower stall, which will be installed on site. The compartment walls, shower pan, shower door and plumbing are to be installed and completed in accordance with the shower stall manufacturer's Installation instructions and/or local codes. A listed shower stall shall be installed. SECTION 7 UTILITY SERVICE CONNECTIONS AND TESTING PAGE ELECTRICAL FEEDER CONNECTION ........................................... 69 GROUNDING CONDUCTOR INSTALLATION ' WATER SYSTEM CONNECTION.................................................... 70 UTILITY SERVICE TEST PROCEDURES ....................................... 70 GASSYSTEM TEST......................................................................... 70 WATER SYSTEM TEST................................................................... 70 ELECTRICAL SYSTEM TEST.......................................................... 71 DRAINSYSTEM TEST..................................................................... 71 67 UTILITY SERVICE CONNECTIONS ELECTRICAL FEEDER CONNECTION MAIN PANEL BOX WARNING N Main This panel box is wired with the grounding system T insulated from the neutral system. The grounding R bus in this panel shall be connected through a � properly sized green -colored insulated conductor to B the service -entrance equipment (meter base) located R on or adjacent to the home. Do not use a 3 wire feeder system that does not connect to the ground bar. It is illegal and unsafe. All conductors with outer sheathing labeled THHN nylon jacket or equivalent unless otherwise noted. GROUND TO METAL FRAME ELECTRICAL FEEDER AND EQUIPMENT SIZES Use a 4 wire feeder system to connect this MIN. SIZE RACEWAY panel to the service entrance equipment WHITE - NEUTRAL (meter base). COPPER CONDUCTOR / SIZES r TO SERVICE BLACK - POWER ENTRANCE BLACK SEE TABLE BELOW FOR WIRE SIZES (METER BASE) OR RED -POWER - GREEN (GROUNDING) GREEN -GROUND All conductors with outer sheathing labeled THHN nylon jacket or equivalent unless otherwise noted. GROUND TO METAL FRAME GROUNDING CONDUCTOR INSTALLATION ACCESS FOR NOTE METER IF THE HOME HAS A METER BASE INSTALLED AT THE MANUFACTURING FACILITY A GROUND WIRE AND GROUND ELECTRODE MUSE BE INSTALLED. REVIEW THIS 8 B DETAIL FOR PROPER INSTALLATION INFORMATION. PULL BOX � LUG UND /� GROUND SERVICE ENTRAP OR CONDUIT FOF CONNECTIONS GROUND L #6 MIN BARE COPPER GROUNDING WIRE PROVIDED BY MANUFACTURER. IF MANUFACTURER PROVIDES A MINIMUM 1/2 INCH EMT OR CONDUIT RACEWAY THE #6 MINIMUM BARE COPPER WIRE IS PROVIDED BY THE RETAILER FOR INSTALLATION. CLAMP SUITABLE FOR DIRECT BURIAL. LOCATE FLUSH WITH OR BELOW GROUND LEVEL 5/8' DIAMETER x 8'-0' LONG IRON ELECTRODE. ELECTRODE SHALL BE DRIVEN TO A DEPTH OF NOT LESS THAN 8 FEET SO THAT AT LEAST 8 FEET OF THE ELECTRODE IS IN CONTACT WITH THE SOIL. WHEN ROCK BOTTOM IS ENCOUNTERED, THE ELECTRODE CAN BE DRIVEN NOT TO EXCEED 45 DEGREES FROM VERTICAL OR BURIED IN A TRENCH THAT IS AT LEAST 2 1/2 FEET DEEP. * NOT PROVIDED BY HOME MANUFACTURER vv ELECTRICAL FEEDER AND EQUIPMENT SIZES MAIN BREAKER SIZE IN PANEL BOX (AMPS) MIN. SIZE RACEWAY FEEDER CONDUCTORS MAX CALCULATED NEUTRAL FEEDER LOAD (AMPS), CONDUIT DIAMETER (IN') COPPER CONDUCTOR / SIZES ALUMINUM CONDUCTOR / SIZES WITH WITH COPPER ALUMINUM CONDUCTORS CONDUCTORS RED & BLACK (POWER) WHITE GREEN (NEUTRAL) (GROUNDING) RED & BLACK (POWER) WHITE (NEUTRAL) GREEN (GROUNDING) 30 1 1 #10 #10 #8 #10 #10 #6 30 50 1 1 #6 #6 #8 #6 #6 #8 50 100 1 1/4 1 1/2 #2 OR #3 #2 OR #3 #8 #1 #1 #6 100 125 11/2 2 #1 OR #1/0 #2 #6 #2/0 #1/0 #4 115 150 1 1/2 2 #1/0 OR #2/0 #2 #6 #3/0 #1/0 #4 115 200 2 2 #3/0 #2 #6 #250 MCM #1/0 #4 IL 115 GROUNDING CONDUCTOR INSTALLATION ACCESS FOR NOTE METER IF THE HOME HAS A METER BASE INSTALLED AT THE MANUFACTURING FACILITY A GROUND WIRE AND GROUND ELECTRODE MUSE BE INSTALLED. REVIEW THIS 8 B DETAIL FOR PROPER INSTALLATION INFORMATION. PULL BOX � LUG UND /� GROUND SERVICE ENTRAP OR CONDUIT FOF CONNECTIONS GROUND L #6 MIN BARE COPPER GROUNDING WIRE PROVIDED BY MANUFACTURER. IF MANUFACTURER PROVIDES A MINIMUM 1/2 INCH EMT OR CONDUIT RACEWAY THE #6 MINIMUM BARE COPPER WIRE IS PROVIDED BY THE RETAILER FOR INSTALLATION. CLAMP SUITABLE FOR DIRECT BURIAL. LOCATE FLUSH WITH OR BELOW GROUND LEVEL 5/8' DIAMETER x 8'-0' LONG IRON ELECTRODE. ELECTRODE SHALL BE DRIVEN TO A DEPTH OF NOT LESS THAN 8 FEET SO THAT AT LEAST 8 FEET OF THE ELECTRODE IS IN CONTACT WITH THE SOIL. WHEN ROCK BOTTOM IS ENCOUNTERED, THE ELECTRODE CAN BE DRIVEN NOT TO EXCEED 45 DEGREES FROM VERTICAL OR BURIED IN A TRENCH THAT IS AT LEAST 2 1/2 FEET DEEP. * NOT PROVIDED BY HOME MANUFACTURER vv WATER SYSTEM CONNECTION The hot and cold water system is designed for a maximum inlet water pressure of 80 pounds per square inch (psi). If the local water supply pressure to which the home is being connected exceeds 80 pounds per square inch (psi), a pressure reducing valve must be installed to limit the supply pressure. A master cold water shutoff full flow valve shall be installed in the water supply line adjacent to the home. UTILITY SERVICE TEST PROCEDURES SYSTEMS TEST ' All utility systems are given a quality assurance test at the manufacturing facility. To ensure that no damage occurred in transit and that the final connections are proper, specific on site tests of the utility service connections should be made after installation of the home. CAUTION ALL UTILITY CONNECTIONS MUST BE MADE BY QUALIFIED SERVICE PERSONNEL WHO ARE FAMILIAR WITH LOCAL REGULATIONS. GAS SYSTEM TEST PROCEDURES The gas piping supply system is designed for a pressure not exceeding 14 inch water column (1/2 psi) and not less than 7 inch water column (1/4 psi). WARNING GAS APPLIANCES IN THIS HOME ARE EQUIPPED FOR NATURAL GAS. IF THE GAS SUPPLY IS LIQUIFIED PETROLEUM GAS (LPG), IT IS NECESSARY THAT THE APPLIANCE BE CONVERTED TO LPG IN ACCORDANCE WITH INSTRUCTIONS PROVIDED BY THE MANUFACTURER OF EACH APPLIANCE. APPLIANCE ORIFICES: SPECIAL ORIFICES AND REGULATORS ARE REQUIRED FOR EACH TYPE OF GAS AT ALTITUDES ABOVE 3000 FEET. SEE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ANY MODICATIONS PER THE GAS TYPE USED BY THE APPLIANCE. DO NOT LIGHT APPLIANCE PILOT LIGHT(S) UNTIL EACH APPLIANCE HAS BEEN CHECKED MAKING SURE ROOF JACK (VENT) IF APPLICABLE HAS BEEN INSTALLED, AND ALL GAS UTILITY CONNECTIONS HAVE BEEN MADE AND TESTED. 1. To check the gas system for leaks, first close all appliance controls and all appliance pilot light valves (see appliance instructions included in the home or posted on the appliance). 2. Open the gas shutoff valve on the supply line to each appliance. 3. Attach an ounce gauge on the main gas inlet to the home. 4. Carefully pressurize the system to not more than 8 ounces of pressure. CAUTION DO NOT PRESSURIZE THE GAS LINE IN EXCESS OF 8 OUNCES MAXIMUM TO AVOID POSSIBLE DAMAGE TO GAS VALVES AND REGULATORS. 5. Apply an ammonia -free soapy water or bubble solution to the joints at both ends of the appliance connector. If bubbles are formed, tighten connector until bubbles cease to form. CAUTION DO NOT BUBBLE CHECK COPPER OR BRASS FITTINGS WITH SOLUTIONS CONTAINING AMMONIA. After completion of test, connect home gas inlet to gas supply line using a listed gas connector of the capacity indicated on the label by the gas inlet. Check the inlet connection for leaks per step 5 above. WATER SYSTEM TEST PROCEDURES The water system test is made after any water crossovers are connected by attaching an air pump, valve and gauge to the home water inlet and pressurizing the water lines to 100 pounds per square inch (psi). Verify that the pressure remains for a period of 15 minutes without loss. WARNING IT IS NOT SAFE TO FILL THE WATER HEATER TANK WITH HIGH PRESSURE AIR ONLY. DISCONNECT WATER HEATER FROM WATER SYSTEM BY CONNECTING THE HOT AND COLD WATER LINES TOGETHER, OR FILL WATER HEATER TANK WITH WATER BEFORE PRESSURIZING THE WATER LINES WITH AIR. THIS PROCEDURE WILL PROTECT THE APPLIANCE FROM DAMAGE AND PROTECT THOSE INVOLVED IN THE TEST FROM POSSIBLE INJURY. 70 ELECTRICAL SYSTEM TEST PROCEDURES 1. Perform the following test after installation and electrical connections to the home are complete. The grounding continuity test is to be performed before turning on electrical power to the home and the polarity and operation tests are to be performed after the electrical power is turned on. 2. Perform the following procedure checks for grounding continuity, polarity, and operation of the electrical system. A. Before turning "ON" the main circuit breaker, proceed as follows: (1) Connect one clip of a flashlight continuity tester to a convenient ground and touch the other clip to each light fixture canopy. The continuity light should come on if each fixture is properly grounded. (2) Using the continuity tester, check every direct -connected appliance or fan. The tester must be hooked to a convenient ground and to the metal frame of the appliance. (3) Using the continuity tester, check the continuity between the chassis frame and a. Metal gas piping. b. Metal water piping. c. Metal raceway below main electrical panel box. d. Between one riser of heat duct and convenient ground. (4) Any loss of grounding continuity found in (1), (2), or (3) above will require investigation and correction. NOTE CONTINUITY TO GROUND IS NOT REQUIRED ON METAL INLET OF PLASTIC PIPED WATER SYSTEM. WHEN PLUMBING FIXTURES SUCH AS METALLIC SINKS, TUBS, FAUCETS AND SHOWER RISERS ARE CONNECTED ONLY TO PLASTIC WATER PIPING AND PLASTIC DRAIN PIPING, CONTINUITY TO GROUND IS NOT REQUIRED. B. Turn "ON" the main circuit breaker and each individual circuit breaker. CAUTION A LABEL HAS BEEN PLACED ON OR OVER THE ELECTRICAL WATER HEATER BREAKER IN THE MAIN PANEL BOX. MAKE SURE THE WATER HEATER TANK IS FILLED WITH WATER BEFORE TURNING THE BREAKER TO THE "ON" POSITION. FAILURE TO DO SO WILL CAUSE THE WATER HEATING ELEMENT TO OVERHEAT AND FAIL. THIS ITEM IS NOT COVERED BY THE HOME WARRENTY. Proceed as follows: (1) Plug an AC receptacle wiring tester into each receptacle in the home to check for reversed polarity, open grounds and shorts. (2) Any reverse polarity, open grounds or shorts found will require investigation and repair. (3) Install light bulbs and fluorescent tubes if not already installed. Make sure each light fixture is operable by turning the appropriate switch to "ON" position. (4) Shut off all light switches in the home and perform test on smoke detector(s) in accordance with the manufacturer's instructions. (5) Repair or replace any defective items. DRAIN SYSTEM TEST PROCEDURES The completed drain waste system should be subjected.to a flood level test as follows: 1. The home shall be in a level position, all fixtures shall be connected, and the plug or cap installed at the outlet. The entire system shall be filled with water to the rim of the water closet (toilet). (Tub and shower drains shall be plugged.) 2. After all trapped air has been released, the test shall be maintained for not less than 15 minutes without evidence of leaks. If any leaks are found, repair them and re -test. If no leaks are noted after 15 minutes, unplug the system at the outlet and drain the water from the system. 3. The waste piping above the level of the water closet (toilet) shall then be tested and show no indication of leakage when the high fixtures are filled with water and emptied to obtain the maximum possible flow in the drain piping. 71 SECTION 8 FINAL INSPECTION PAGE FINAL INSPECTION CHECKLIST .................................................... 75 WINDOW. PROTECTION PROTECTION OF WINDOWS AND SLIDING GLASS DOORS - WIND ZONES II AND III................................................................... 76 73,% • • 73,% FINAL INSPECTION CHECKLIST After the home installation is complete, check the following to assure areas or items have not been overlooked. 1. BOTTOMBOARD. ❑ Inspect for any torn areas, especially around bottomboard penetrations. Patch torn areas with vinyl tape. 2. FOOTING AND PIERS Check that footing pads are of the correct size and piers are located at ❑ proper spacings. Check that blocks and wedges are tight. 3. ANCHORS AND STRAPS Check anchor spacing and make sure all tiedown straps are tensioned.. 4. CROSSOVER CONNECTIONS ❑ Make sure the electrical, water plumbing, drain plumbing, gas piping connections are complete. Check connection of duct crossover to duct collars. • 5. APPLIANCE ROOF FLUES AND FIREPLACE CHIMNEY Check to see that all'roof flue penetration flashings are properly installed El and sealed. 6. SHINGLE ROOF ❑ Inspect shingles to insure they are correctly fastened to roof sheathing. Check roof cap for proper installation. Make sure none are loose and that all holes in shingles are sealed. 7. EXTERIOR -SIDING AND TRIM ❑ Check that there are no gaps, voids or missing fasteners. Make sure seams are'sealed. . 8. WATER AND DRAIN SYSTEMS ❑ If Water to the home is available check all faucets for operation and check each fixture P -trap for any leaks. 9. WINDOWS, DOORS AND DRAWERS ; ❑ Make sure all windows, interior and exterior doors and cabinet drawers operate correctly. 10. INTERIOR DETAILS ❑ Inspect all interior finish details, such as molding, paneling and carpet. 11. ENTRY ACCESS ❑ Temporary access installed at entry door. 12. CLEANUP ❑ Make sure the interior and exterior of the home has been cleaned from installation materials and debris. 75 PROTECTION OF WINDOWS AND SLIDING GLASS DOORS This home has not been equipped with storm shutters or other protective coverings for windows and exterior door openings. For homes designed to be located in Wind Zones II and III, which have not been provided with shutters or equivalent covering devices, it is strongly recommended that the home be made ready to be equipped with these devices in accordance with the methods recommended below. WIND ZONE II ONLY For wind storm protection, all exterior windows and sliding glass doors should be protected as shown in these details. Protected areas are to be covered with structural sheathing. The thickness and span ratings are shown in the table. The structural sheathing shall be labeled "APA Rated Sheathing Exterior" or equivalent. The sheathing shall be placed over the opening with the face grain running horizontal (i.e., the long side of the panel shall be level with the ground). Where any portion of any window or sliding glass door is within 3 feet from a corner of the home, the opening should be covered with two layers of sheathing, each of which meets the requirements from the table. The first layer is fastened as shown, and the second layer shall be fastened using a minimum 40d nails (0.131"diam. x 5" long) at 3" on center spacing. After the storm, remove and store the sheathing for possible reuse. Caulk any exposed nail holes In the home siding to prevent moisture and water penetrating into the exterior wall. STRUCTURAL SHEATHING TO PROTECT WINDOWS IN WIND ZONE II WIDTH OF WINDOW SHEATHING REQUIREMENTS UP TO 36" THICKNESS SPAN RATING 15132" MIN. 32/16 37" TO 46" 23132" MIN 48/24 4T TO 72' 1 1/8" MIN 48" O.C. OPENING WALL FRAMING GLASS STRUCTURAL SHEATHING SECTION A -A WIDTH OF WINDOW TIVE 1 A FACE GRAIN DIRECTION MAX. 1" MIN. FROM EDGE OF SHEATHING FACE GRAIN DIRECTION a" (TYPICAL) 20d NAILS (0.131" X 4" LONG) IT IS RECOMMENDED THAT DOUBLE HEADED NAILS BE USED TO FASTEN PLYWOOD TO MAKE IT EASIER TO REMOVE AFTER THE STORM. WIND ZONE II AND WIND ZONE III /—2 X 6 LUMBER #2 GRADE OR BETTER (TYPICAL) OPENING WALL GLASS FRAMING 2 X 6 LUMBER SECTION B -B 1 - #8 X 4" LONG WOOD SCREW INTO THE END OF EACH 2 X 6 OR–� 3 - 20d NAILS (0.131" X 4" LONG) INTO THE END OF EACH 2 X 6. IT IS RECOMMENDED THAT DOUBLE HEADED NAILS BE USED TO FASTEN LUMBER TO MAKE IT EASIER TO REMOVE AFTER THE STORM. B After the storm, remove and store the lumber for possible reuse. Caulk any exposed nail holes in the home siding to prevent moisture and water penetrating into the exterior wall. M. I•--------- -- - - - - - --------- I•I I I I I I.I FI•II I I I I.I "iI B DECORATIVE TRIM I•I I I I I I.1 I•I I I I I I.I I• I•�—------- ————————— —— L* — — — — — — ——— ——————— — — — — — :I SOLID FRAMING OVER GLAZING DE TRIM i TIVE 1 A FACE GRAIN DIRECTION MAX. 1" MIN. FROM EDGE OF SHEATHING FACE GRAIN DIRECTION a" (TYPICAL) 20d NAILS (0.131" X 4" LONG) IT IS RECOMMENDED THAT DOUBLE HEADED NAILS BE USED TO FASTEN PLYWOOD TO MAKE IT EASIER TO REMOVE AFTER THE STORM. WIND ZONE II AND WIND ZONE III /—2 X 6 LUMBER #2 GRADE OR BETTER (TYPICAL) OPENING WALL GLASS FRAMING 2 X 6 LUMBER SECTION B -B 1 - #8 X 4" LONG WOOD SCREW INTO THE END OF EACH 2 X 6 OR–� 3 - 20d NAILS (0.131" X 4" LONG) INTO THE END OF EACH 2 X 6. IT IS RECOMMENDED THAT DOUBLE HEADED NAILS BE USED TO FASTEN LUMBER TO MAKE IT EASIER TO REMOVE AFTER THE STORM. B After the storm, remove and store the lumber for possible reuse. Caulk any exposed nail holes in the home siding to prevent moisture and water penetrating into the exterior wall. M. I•--------- -- - - - - - --------- I•I I I I I I.I FI•II I I I I.I "iI B DECORATIVE TRIM I•I I I I I I.1 I•I I I I I I.I I• I•�—------- ————————— —— L* — — — — — — ——— ——————— — — — — — :I SOLID FRAMING OVER GLAZING .` w. � tl. �� J